design team sheet number sheet name · 2012. 3. 1. · masonry - concrete block masonry - brick...
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POND AND COMPANY10199 SOUTHSIDE BLVD, SUITE 103JACKSONVILLE, FL 32256PHONE (904) 543-0400FAX (904) 543-0203WEB: WWW.PONDCO.COMCONTACT: CORIE BAKER, AIA, LEED AP
ARCHITECT:
DESIGN TEAM
LANDSCAPE ARCHITECT:
ENVISION DESIGN AND ENGINEERINGSTREET ADDRESSCITY, STATE ZIPPHONE (904) 881-6145CONTACT: DOUG SKILES, PE, LEED AP
CIVIL ENGINEER:
TLC ENGINEERING FOR ARCHITECTURE1650 PRUDENTIAL DRIVE, SUITE 200JACKSONVILLE, FL 32207PHONE (904) 306-9111FAX (904) 306-9117WEB: WWW.TLC-ENGINEERS.COMCONTACT: MARK GELFO, PE, LEED AP
MEP/FP ENGINEER:
HOTA DESIGN STUDIO1798 MAYFAIR ROADJACKSONVILLE, FL 32207PHONE (904) 399-5282CONTACT: JOSE CARDENAS, IIDA/ASID
INTERIOR DESIGNER:
POND AND COMPANY10199 SOUTHSIDE BLVD, SUITE 103JACKSONVILLE, FL 32256PHONE (904) 543-0400FAX (904) 543-0203WEB: WWW.PONDCO.COMCONTACT: ALLAN IOSUE, LEED AP
10199 Southside Blvd, Suite 103Jacksonville, FL 32256Phone (904) 543-0400Fax (904) 543-0203Web: www.pondco.com
Architects Engineers Planners
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SHEETIDENTIFICATION
SHEET OF
DES
IGN
ED B
Y:
FILE
NAM
E:
Arch
itects
Engin
eers
Plan
ners
3500
Par
kway
Lan
eS
uite
600
Nor
cros
s, G
A 3
0092
Pho
ne (6
78) 3
36-7
740
Fax
(678
) 336
-774
4W
eb: w
ww
.pon
dco.
com
PLO
T SC
ALE:
PLO
T D
ATE:
SIZE
:AN
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CO
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NO
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FILE
NO
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1/16
/201
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15:5
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M:\N
orth
Flo
rida
Sust
aina
bilit
y R
esou
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\D12
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_CEN
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CONSTRUCTION DOCUMENTS
CO
VER
SH
EET-
SHEE
T IN
DEX
NO
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FLO
RID
A SU
STAI
NAB
ILIT
YR
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33 W
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2C
EB
NORTH FLORIDA SUSTAINABILITYRESOURCE CENTER
33 WEST DUVAL STREETJACKSONVILLE, FL 32202
JANUARY 17, 2012CONSTRUCTION DOCUMENTS
SHEET INDEXSHEET NUMBER SHEET NAME
G-001 COVER SHEET-SHEET INDEXG-002 GENERAL NOTES, ABBREVIATIONS & SYMBOLSG-021 LIFE SAFETY PLANAD-101 DEMOLITION PLANA-001 SITE PLAN & STREETSCAPEA-101 FLOOR PLAN-REFLECTED CEILING PLANA-201 EXTERIOR ELEVATIONSA-351 WALL SECTIONSA-401 ENLARGED PLANS & INTERIOR ELEVATIONSA-451 INTERIOR DETAILSA-501 EXTERIOR DETAILSA-601 DOOR SCHEDULE & TYPESA-602 STOREFRONT DETAILSA-603 STOREFRONT DETAILSA-621 PARTITION TYPES AND DETAILSA-631 ADA MOUNTING HEIGHTS AND DETAILSA-901 SPECIFICATIONSA-902 SPECIFICATIONSA-903 SPECIFICATIONSID-1 FLOOR FINISH PLAN-FURN & EQUIPMENT
PLAN-FURN & FINISH SCHEDULEID-2 ENLARGED PLANS - INTERIOR ELEVATIONSID-3 INTERIOR ELEVATIONSID-4 MILLWORK PLANS, ELEVATIONS & SECTIONSM-001 MECHANICAL LEGENDM-002 MECHANICAL DETAILSM-003 MECHANICAL SCHEDULESM-101 MECHANICAL FLOOR PLANSF-101 FIRE PROTECTION PLANP-101 PLUMBING FLOOR PLANP-201 PLUMBING RISER DIAGRAMSE-001 ELECTRICAL LEGEND, RISER AND DEMOLITION PLANE-101 FIRST FLOOR NEW WORK - ELECTRICALE-201 ELECTRICAL DETAILSE-202 ELECTRICAL DETAILSE-301 ELECTRICAL SPECIFICATIONSE-302 TECHNOLOGY SPECIFICATIONS
VICINITY MAP
LOCATION MAP
DRAFT
-
ARCHITECTURAL ABBREVIATIONS GENERAL NOTES:
SYMBOLS:
A-000
-
A-000
-
- -
VIEW TITLES:
PLAN SYMBOLS:
XXX XX XXX XX
MATERIALS IN SECTION - FILL PATTERNS:
ELEVATION, SECTION OR DETAIL NAME1FLOOR PLAN TITLEX-XXX
A-000
A.F.F.A.F.ACC. DR.ACCESS.ADJ.ACOUST.ACTA.C.AIAADAAG
A.B.ANOD.AL / ALUM.&LAT / FPAPP.APPROX.ARCH.A.W.I.@AVG.
B.H.M.I.
BM.BLKG.BD.BTM.BLDG.B.U.R.
CFCI
CH.CPT.CLG.CLG. HT.CTR.
C. TO C.C.T.CLR.C.O.CLOS.CO.COL.CONC.CORR.COTR
CMUCONF.CONST.CONT.CONTR.C.J.C.Y.
DPDET.DIA.DIM.DISP.DR.DN.D.S.DESC.DWG.
EA.ELEC.EL.E.W.C.E.R.D.E.P.ENGR.EQUIP.EQ.EXIST.EXP.E.J. (EXP. JT.)EXP. TO STRUCT.EXT.E.I.F.S.
ETD
FAC.FDCFT.F.E.F.E.C.F.H.C.FIN.F.P.F.F.FLR.FCOF.D.
QUARRY TILE
RAISED ACCESS FLOORRECEPTIONISTREFERENCEREINFORCEMENTREQUIREDREVISIONS / REVISEDROOF DRAINRIGHT HANDRIGHT HAND REVERSEROOMROUGH OPENINGRUBBER BASE
SEALED CONCRETESOLID CORE WOODSCHEDULESECTIONSEMI-GLOSS PAINTSERVICE SINKSINGLE PLY MEMBRANE ROOFINGSHEET METALSIMILARSOUND TRANSMISSION CLASSSPECIFICATIONSPRAYED FIRE RESISTIVE MATERIALSQUARESQUARE FEETSQUARE YARDSTAINSTAINLESS STEELSTANDARDSTEELSTORAGESTRUCTURALSUSPENDED
TOILETTELEPHONETHICKTHRESHOLDTEMPERED GLASSTOP OFTOP OF BEAMTOP OF CONCRETETOP OF CURBTOP OF STEELTOP OF WALLTOUCH-UPTYPICAL
UNDERWRITERS LABORATORIESUNFINISHEDUNLESS NOTED OTHERWISE
VERTICALVESTIBULEVINYL COMPOSITION TILEVINYL COVE BASEVENT THRU ROOF
WIDTHWITHWATER CLOSETWALL CLEAN OUTWOODWINDOWWIRE MESH PARTITIONWITHOUTWATER RESISTANT GYPSUM BOARDWEATHERSTRIPPINGWINDOW ROUGH OPENING
YARD
-
SECTION NUMBER
DWG. NO. WHERESECTION IS DRAWN
SECTION MARK
-
A-000
ELEVATION NUMBER
DWG. NO. WHEREELEVATION IS DRAWN
BUILDING ELEVATION MARK
ELEVATIONNUMBER (TYP.)
DWG. NO. WHEREELEVATION IS DRAWN
INTERIOR ELEVATION MARK
DWG. NO. WHEREDETAIL IS DRAWN
CALLOUT HEAD
DETAILNUMBER (TYP.)
AREA COVERED BY DETAIL
DOOR TAG WINDOW TAG ROOM TAG
ROOM NAME
PARTITION TYPE
EARTH
CONCRETE / GROUT
SAND / E.I.F.S. /PLASTER / STUCCO
STEEL
MASONRY - CONCRETE BLOCK
MASONRY - BRICK
RIGID INSULATION
BATT INSULATION EXPOSED & FINISHED WOOD TRIM
GYPSUM / PLASTER
PLYWOOD
SCALE
SHEET WHERE SECTION OR DETAIL IS DRAWN
VIEW NUMBER
ELEVATION, SECTION OR DETAIL VIEW TITLE
SCALE
FLOOR PLAN VIEW TITLE
ABOVE FINISHED FLOORACCESS FLOORINGACCESS DOOR / PANELACCESSORIESADJUST/ ADJUSTABLEACOUSTICALACOUSTICAL CEILING TILEAIR CONDITIONINGAMERICAN INSTITUTE OF ARCHITECTSAMERICAN WITH DISABILITIES ACTACCESSIBILITY GUIDELINESANCHOR BOLTANODIZEDALUMINUMANDANGLEANTI TERRORISM / FORCE PROTECTIONAPPROVEDAPPROXIMATEARCHITECTURALARCHITECTURAL WOODWORK INSTITUTEATAVERAGE
BUILDER'S HARDWARE MANUFACTURER'SASSOCIATION, INC.BEAMBLOCKINGBOARDBOTTOMBUILDINGBUILT-UP ROOFING
CONTRACTOR FURNISHED CONTRACTORINSTALLEDCHANNELCARPETCEILINGCEILING HEIGHTCENTERCENTER LINECENTER TO CENTERCERAMIC TILECLEARCLEANOUTCLOSETCOMPANYCOLUMNCONCRETECORRIDORCONTRACTING OFFICER'S TECHNICALREPRESENTATIVECONCRETE MASONRY UNITCONFERENCECONSTRUCTIONCONTINUOUSCONTRACTORCONTROL JOINTCUBIC YARD
DEPTHDETAILDIAMETERDIMENSIONDISPENSERDOORDOWNDOWNSPOUTDESCRIPTIONDRAWING
EACHELECTRICAL OR ELECTRICELEVATIONELECTRIC WATER COOLEREMERGENCY ROOF DRAINEPOXY PAINTENGINEEREQUIPMENTEQUALEXISTINGEXPANSION / EXPOSEDEXPANSION JOINTEXPOSED TO STRUCTUREEXTERIOREXTERIOR INSULATION AND FINISHINGSYSTEMESTIMATED TRAVEL DISTANCE
FACTORYFIRE DEPARTMENT CONNECTIONFEETFIRE EXTINGUISHERFIRE EXTINGUISHER CABINETFIRE HOSE CABINETFINISHFLAT PAINTFINISHED FLOORFLOORFLOOR CLEAN OUTFLOOR DRAIN
Q.T.
RAFRECEP.REF.REINF.REQ'D.REV.R.D.RHRHRRM.R.O.RB
SCSCWSCHED.SECT.S.G.P.SSKSPMRSHT. MET.SIM.STCSPEC(S)SFRMSQ.SFSYST.S.S.STD.STL.STOR.STRUCT.SUSP.
TOIL. / TLTTEL.THK.T'HOLDTGT/TOBTOCT/CTOST/WTUTYP.
U.L.UNFINU.N.O.
VERT.VEST.VCTVCBV.T.R.
W.W/W.C.WCOWD.WDW.W.M.P.W/OW.R.G.B.W.S.W.R.O.
YD.
-
GRAVEL
KEYNOTETAG
XX
NORTH ARROW
PLANNORTHTRUENORTH
CEILING TAG(HEIGHT)
0'-0" A.F.F.X0'-0"
CEILING TAG(TYPE & HEIGHT)
CEILING HGT.CEILING TYPE
X
SUBSCRIPTTYPE (AS REQ)
PARTITION TYPE
SIGNAGETAG
XXX
FLUOR.F.O.G.FTG.FDN.FV.
GA.GALV.G.B.F.GFCI
GFGI
G.L.G.P.GL.GOVT.GYP.GYP. BD. (GWB)
HKSHR.HDW.HGT.H.H.P.H.M.HORIZ.HBH.V.A.C.
IN.I.D.INSUL.INT.
JAN.J.C.JT.JST.
K.P.
LAM.LDG.LAV.L.H.LHRLLT.LTG.LONG.LVR.L.P.
MAS.M.O.MGR.MANUF.MATL.MAX.MECH.MTL.M.W.P.MIN.MISC.
N.I.C.NO. (#)NTSNFPA
O.C.OFCI
OFGI
O.H.OPNG.O.W.OPP.O.D.OSHA
OVHD
PDUPTPR.PNL.PART.PLAS.PLPLYWD.LBS. OR #PSFPSIP.M.J.F.PRE-FAB.
1. THE DRAWINGS INDICATE THE GENERAL EXTENT OF WORK. THEDRAWINGS ARE NOT INTENDED TO INDICATE OR DESCRIBE ALL WORKREQUIRED FOR THE FULL PERFORMANCE AND COMPLETION OF THEREQUIREMENTS OF THE CONTRACT DOCUMENTS.2. THE ENUMERATION OF PARTICULAR ITEMS OF WORK IN ONE PORTIONOF THE CONTRACT DOCUMENTS SHALL NOT BE CONSTRUED TO EXCLUDEOTHER ITEMS NECESSARY OR IMPLIED THEREFROM.3. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ALLPARTS OF THE WORK SO THAT NO WORK SHALL BE LEFT IN ANUNFINISHED OR INCOMPLETE CONDITION.4. ALL WORK SHALL CONFORM TO APPLICABLE INDUSTRY ANDMANUFACTURER'S PUBLISHED STANDARDS FOR QUALITY OF MATERIALSAND WORKMANSHIP, AS WELL AS, ALL REQUIREMENTS IN THESEDRAWINGS AND SPECIFICATIONS. ANY CONFLICTING REQUIREMENTS OFTHE SOURCES LISTED ABOVE SHALL BE BROUGHT TO THE ARCHITECT'SATTENTION PRIOR TO PROCEEDING WITH THE WORK.5. THE CONTRACTOR SHALL PROTECT ANY EXISTING, IN-PLACE, AND NEWWORK.6. ALL WORK NOTED "N.I.C." IS NOT MEANT TO BE PART OF THECONSTRUCTION SCOPE OF WORK AGREEMENT.7. THE CONTRACTOR SHALL PAY FOR AND COORDINATE THE REMOVALAND LEGAL DISPOSAL OF MATERIALS AND RUBBISH.8. ONCE ON SITE, THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS ANDSHALL VERIFY ALL NEW AND EXISTING CONDITIONS, SHOWN ON THESEDRAWINGS. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IN WRITINGOF ANY DIFFERING CONDITIONS BEFORE COMMENCEMENT OF WORK.9. DO NOT SCALE DRAWINGS; DIMENSIONS GOVERN, LARGE SCALEDETAILS GOVERN OVER SMALL SCALE DETAILS. THE CONTRACTOR SHALLNOTIFY THE ARCHITECT IN WRITING OF ANY DIFFERING CONDITIONSBEFORE COMMENCEMENT OF WORK.10. UNLESS NOTED OTHERWISE, ALL GYPSUM BOARD SURFACES ARE TORECEIVE ONE PRIMER COAT AND TWO COATS OF PAINT.11. DIMENSIONS NOTED AS 'HOLD' SHALL NOT VARY BY MORE THAN 1/8"FROM SIDE TO SIDE OR FROM FRONT TO BACK, FINISHED SURFACE TOFINISHED SURFACE.12. NFPA 241, STANDARD FOR SAFEGUARDING CONSTRUCTION, ANDALTERATION OPERATIONS SHALL BE APPLIED.13. WALL AND/OR CEILING ASSEMBLIES THAT ARE IDENTIFIED WITH A FIRERESISTIVE RATING SHALL BE CONSTRUCTED AS DETAILED HEREIN.14. DIMENSIONS SHOWN ARE TO FACE OF STUD OR CMU (U.N.O.).15. PROVIDE EXPANSION AND CONTROL JOINTS IN ALL WORK AS PERPRODUCT MANUFACTURER'S STANDARDS.16. THE CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITHALL APPLICABLE CODES, ORDINANCES AND REGULATORY AGENCIES ANDSHALL OBTAIN NECESSARY BUILDING AND FIRE PERMITS FROM ALLAUTHORITIES HAVING JURISDICTION.
17. ALL INTERIOR FINISH MATERIALS SHALL COMPLY WITH THEREQUIREMENTS OF ALL APPLICABLE CODES, ORDINANCES ANDREGULATORY AGENCIES.18. ALL DISSIMILAR METALS SHALL BE ISOLATED FROM EACH OTHER TOAVOID GALVANIC CORROSION.19. NOTES APPEAR ON VARIOUS SHEETS FOR DIFFERENT SYSTEMS ANDMATERIALS. SHEETS ARE TO BE REVIEWED AND NOTES ON INDIVIDUALSHEETS SHALL BE APPLIED TO RELATED DRAWINGS AND DETAILS.20. A FINISH INDICATION ON A WALL SHALL MEAN THE ENTIRE LENGTH ANDHEIGHT OF WALL IS TO BE FINISHED OR FIRE-RATED AS INDICATED.21. WHEN NON-DIMENSIONED PARTITIONS APPEAR IN CONJUNCTION WITHDOOR OPENINGS, THE DOOR WIDTH AND THE DOOR FRAME DETAILSDETERMINE THE LOCATION OF ADJACENT WALLS AND FRAMES.22. DETAILS NOT SHOWN ARE SIMILAR IN CHARACTER TO THOSE DETAILED.WHERE SPECIFIC DIMENSIONS, DETAILS OR DESIGN INTENT CANNOT BEDETERMINED, CONSULT THE ARCHITECT BEFORE PROCEEDING WITH THEWORK.23. THE CONTRACTOR SHALL COORDINATE ALL MECHANICAL ANDELECTRICAL FLOOR AND WALL SLEEVES INCLUDING CONDUITS WITH ALLMECHANICAL, ELECTRICAL, PLUMBING, FIRE PROTECTION, STRUCTURALAND ARCHITECTURAL DRAWINGS.24. PROVIDE ACCESS PANELS AS REQUIRED BY APPLICABLE CODES ANDAS REQUIRED FOR MECHANICAL EQUIPMENT AND PLUMBING WORK. ALLACCESS PANELS SHALL BE CONCEALED AND LOCATIONS SHALL BEREVIEWED WITH THE ARCHITECT PRIOR TO PROCEEDING.25. ALL PIPE DUCTS AND BUS DUCTS THAT PENETRATE FLOOR SLABS ORWALL PARTITIONS SHALL BE INSTALLED IN A MANNER THAT WILL PRESERVETHE MOISTURE RESISTIVENESS, FIRE RATING, AND STRUCTURAL INTEGRITYOF THE BUILDING.26. DO NOT CUT INTO, REMOVE OR ALTER ANY STRUCTURAL MEMBER ORPORTION OF THE FLOOR SYSTEM UNLESS IT IS SPECIFICALLY NOTED ORSHOWN ON THE STRUCTURAL DRAWINGS.27. INTERIOR PARTITION MOVEMENT CONTROL:
A. VERTICAL CONTROL JOINTS FOR ANY WALL LENGTH ARE TO OCCURAT NOT MORE THAN 30'-0" O.C. IN THE HORIZONTAL DIRECTION, UNLESSNOTED OTHERWISE.
B. THE TYPICAL MOVEMENT OF THE STRUCTURE DUE TO DEFLECTION ATTHE HEAD OF THE WALL CONSTRUCTION RUNNING TO THE UNDERSIDE OFTHE STRUCTURE SHALL BE PLUS OR MINUS 1/2".28. THE CONTRACTOR SHALL PLAN HIS/HER WORK TO PROVIDE ADEQUATEPROTECTION FOR PERSONS AND PROPERTY AT ALL TIMES, AND EXECUTETHE WORK IN SUCH A MANNER TO AVOID ANY HAZARD TO PERSONS ANDPROPERTY AS NECESSARY.29. THE CONTRACTOR SHALL COORDINATE THE PHASING OF THE WORK TOBE PERFORMED IN OR ABOUT EXISTING FACILITIES, IF APPLICABLE, WITHTHE OWNER'S REPRESENTATIVE PRIOR TO START OF SUCH WORK.
FLUORESCENTFACE OF GIRTFOOTINGFOUNDATIONFIELD VERIFY
GAGE OR GAUGEGALVANIZEDGYPSUM BOARD FURRINGGOVERNMENT FURNISHEDCONTRACTOR INSTALLEDGOVERNMENT FURNISHEDGOVERNMENT INSTALLEDGIRT LINEGLOSSY PAINTGLASSGOVERNMENTGYPSUMGYPSUM BOARD
HOOKSHANDRAILHARDWAREHEIGHTHIGHHIGH POINTHOLLOW METALHORIZONTALHOSE BIBBHEATING VENTILATION & AIRCONDITIONING
INCHINSIDE DIAMETERINSULATIONINTERIOR
JANITORJANITOR'S CLOSETJOINTJOIST
KICK PLATE
LAMINATELANDINGLAVATORYLEFT HANDLEFT HAND REVERSELENGTHLIGHTLIGHTINGLONGITUDINALLOUVERLOW POINT
MASONRYMASONRY OPENINGMANAGERMANUFACTURERMATERIALMAXIMUMMECHANICALMETALMETAL WALL PANELMINIMUMMISCELLANEOUS
NOT IN CONTRACTNUMBERNOT TO SCALENATIONAL FIRE PROTECTIONASSOCIATION
ON CENTEROWNER FURNISHEDCONTRACTOR INSTALLEDOWNER FURNISHEDGOVERNMENT INSTALLEDOPPOSITE HANDOPENINGOPEN WEBOPPOSITEOUTSIDE DIAMETEROCCUPATIONAL SAFETY ANDHEALTH ACT
OVERHEAD
POWER DISTRIBUTION UNITPAINTPAIRPANELPARTITIONPLASTER OR PLASTICPLATEPLYWOODPOUNDSPOUNDS / SQUARE FOOTPOUNDS / SQUARE INCHPRE-MOLDED JOINT FILLERPREFABRICATED
1 2 3 4 5
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B
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SUBM
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APPR
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MAR
KAP
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DAT
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ESC
RIP
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NM
ARK
SHEETIDENTIFICATION
SHEET OF
DES
IGN
ED B
Y:
FILE
NAM
E:
Arch
itects
Engin
eers
Plan
ners
3500
Par
kway
Lan
eS
uite
600
Nor
cros
s, G
A 3
0092
Pho
ne (6
78) 3
36-7
740
Fax
(678
) 336
-774
4W
eb: w
ww
.pon
dco.
com
PLO
T SC
ALE:
PLO
T D
ATE:
SIZE
:AN
SI D
SOLI
CIT
ATIO
N N
O.:
CO
NTR
ACT
NO
.:
FILE
NO
.:
1/16
/201
2 6:
15:5
5 PM
M:\N
orth
Flo
rida
Sust
aina
bilit
y R
esou
rce
Cen
ter\C
AD-B
IM\B
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2011
\D12
0009
_AR
CH
_NFS
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_CEN
TRAL
_R11
_122
711.
rvt
12"
= 1
'- 0"
G-002
Appr
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Des
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OR
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APTE
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10/2
6/08
01/1
7/20
12
-- -- --
CONSTRUCTION DOCUMENTS
GEN
ERAL
NO
TES,
ABB
REV
IATI
ON
S&
SYM
BOLS
NO
RTH
FLO
RID
A SU
STAI
NAB
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CEN
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33 W
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-
REF.
COMMON BUILDING
OCCUPANCY TYPE:(RENOVATED AREA)
GROSSBUILDINGAREA
CONSTRUCTION TYPE
FIRE RESISTANCE
MEANS OFINGRESS / EGRESS
ASSEMBLY (A-3)
MERCANTILE
INSTITUTIONAL (UNR)
HAZARDOUS
BUSINESS
RESIDENTIAL TYPE R-2
INSTITUTIONAL (R)
MIXED OCCUPANCY (SPEC. TYPES)
EDUCATIONAL
FACTORY-INDUS.
WAREHOUSE
BUILDING HEIGHT (TOTAL): 68'-11"
NO. OF STORIES (TOTAL): 6
SQ. FT. (TOTAL):
TYPE I
TYPE II B
TYPE III
TYPE IV
TYPE IV (UP)
TYPE V (P)
TYPE V (UP)
TYPE VI (P) TYPE VI (UP)
OCCUPANCY: FLR. AREA/OCC. OCCUPANT LOAD:
ASSEMBLIES / COMPONENTS
TENANT SEPARATION
INTERIOR WALLS (BEARING)
EXTERIOR WALLS
FLOOR / CEILING
ROOF / CEILING
COLUMNS / BEAMS / TRUSSES
ADA COMPLIANT
VERTICAL ACCESSIBILITY
PROVIDE CALCULATIONS FOR EGRESS WIDTH AS PER TABLE 1004:EGRESS COMPONENTS OTHER THAN STAIRS: 0.2” PER OCCPANT SERVED
205 OCCUPANTS X 0.2” = 41”PROVIDED CORRIDORS ARE 44” MINIMUM.
SPRINKLED YES (X) NO ( ) TYPE ( )
HOURLY RATINGS SYSTEM DESIGN
INTERIOR WALLS (NON-BEARING)
MIN. TRAVEL DISTANCE TO AN EXIT ALLOWED: 250'COMMON PATH OF TRAVEL: 20'DEAD END CORRIDOR: 20'TOTAL EXITS: 2 WIDTH PROVIDED: 102"
(X)
( )
( )
( )
( )
( )
( )
( )
( )
( )
( )
( )
(X)
( )
( )
( )
( )
( )
( ) ( )
(X)
( )
(X)
(X)
(X)
(X)
(X)
YES (X) NO ( )
N/A
ASSEMBLY (UNCONC): 2755 S.F. / 15 184MECH/STOR: 358 S.F. / 300 2BUSINESS: 1770 S.F./100 18KITCHEN: 170 S.F./200 1
INTERIOR WALL AND CEILING FINISH REQUIREMENTS:VERTICAL EXITS AND EXIT PASSAGEWAYS: BEXIT ACCESS CORRIDORS & EXIT WAYS: BROOMS AND ENCLOSED SPACES: C
NO. OF STORIES (RENOVATED AREA): 1
SQ. FT. (RENOVATED AREA): 5055
1 HR CMU, GWB ONE SIDE (U914)
0 HR N/A
0 HR METAL STUD W/ 5/8" GWBBOTH SIDES0 HR PRECAST CONCRETE
0 HR CONCRETE SLAB ON GRADE
0 HR PRECASE CONCRETE
BUILDING CODE SUMMARY, FBC 2007
GENERAL DESCRIPTIONPROJECT NAME: NORTH FLORIDA SUSTAINABILITY RESOURCE CENTERPROJECT LOCATION: 33 WEST DUVAL STREET, JACKSONVILLE, FL 32202PROJECT DESCRIPTION: APPROXIMATELY 5000 SF INTERIOR RENOVATION OF EXISTING SHELL SPACE IN CITY PARKING GARAGE INTO A RESOURCE
CENTER FOR THE COMMUNITY TO LEARN ABOUT SUSTAINABILE LIVING. THE PROJECT IS PURSUING LEED-CI-PLATINUM.
LIST OF APPLICABLE CODES:1. FLORIDA BUILDING CODE, 20102. NFPA 101, NATIONAL FIRE PROTECTION ASSOCIATION (NFPA), LIFE SAFETY CODE, 2009 EDITION.3. FLORIDA FIRE PREVENTION CODE (FFPC) - 20044. FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION (FACBC AS PUBLISHED IN THE 2010, FBC, CHAPTER 11
PLUMBING FACILITIESMINIMUM PLUMBING FACILITIES, ASSEMBLY, A-3:
WATER CLOSETS: 1 (M); 2 (W)LAVATORIES: 1 (M); 2 (W)DRINKING FOUNTAIN: 1OTHER: 1 SVC SINK
TOTAL : 205
1-HR. RATED WALLS
LIFE SAFETY PLAN LEGEND
45'-0" TRAVEL DISTANCE
FEC
RECESSED FIRE EXTINGUISHERCABINET W/ 10LB. A: BS DRY-CHEMICAL FIRE EXTINGUISHER
NOTE: FIRE EXTINGUISHERS SHALLBE INSTALLEDW/ TOP AT 4'-0" ABOVE FINISHEDFLOOR. PROVIDESTICK - ON LETTERING ANDDIRECTIONAL ARROWSTO IDENTIFY THE CABINET OREXTINGUISHERSLOCATION.
EXIT SIGN - WALL MOUNTEDSEE ELECT. DWGS.
36"
EGRESS CLEAR WIDTH
P FIRE ALARM MANUAL PULL STATION;SEE ELECTRICAL
COMBINATION AUDIBLE/VISUALNOTIFICATION DEVICE; SEE ELECTRICAL
NEW WALLS (NO RATING)
F VISUAL SIGNALING UNIT - WALL MOUNTED;SEE ELECTRICAL
EXIT SIGN - CEILING MOUNTEDSEE ELECT. DWGS.
MECH009
JAN.010
SHWR011
WOMEN'S014
MEN'S013
STOR012
OFFICE-CONF008
STOR.007
STUDY006
KITCHEN005
LIBRARY004
CLASSROOM003
TRAINING002
RECEPTION001
81'-6"
68'-6"
68"
34"
FEC
FEC
F
F
F
F
1 2 3 4 5
A
B
C
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DW
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TIO
NM
ARK
SHEETIDENTIFICATION
SHEET OF
DES
IGN
ED B
Y:
FILE
NAM
E:
Arch
itects
Engin
eers
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3500
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uite
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Nor
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0092
Pho
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Fax
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\D12
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_NFS
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_R11
_122
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CONSTRUCTION DOCUMENTS
LIFE
SAF
ETY
PLAN
NO
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3220
2Au
thor
1. DEVICES HAVE BEEN SHOWN FOR REFERENCE; BUT THE CONTRACTOR SHALL ENSURE THE INSTALLATION OFALL LIFE SAFETY DEVICES INDICATED ON THE ENGINEERING DRAWINGS.
2. CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF ANY EXISTING FIRE RATED WALLS. ANY WORK DONEAROUND EXISTING FIRE RATED WALLS SHALL BE DONE WITH CARE SO AS NOT TO COMPROMISE THE RATING'SINTEGRITY. ANY DAMAGE SHALL BE REPAIRED IMMEDIATELY.
GENERAL NOTES:
SCALE: 1/8" = 1'-0"G-0211 FIRST FLOOR PLAN
SCALE: = 1'-0"
0 8 168
1/8"
-
4.5
3.1
1
+/- 54' - 1"DIMS BASED ON EXISTING CONDITION DRAWINGS PROVIDED BY THE CITY AND SHOULD BE FIELD VERIFIED
+/- 36' - 0" +/- 36' - 0" +/- 37' - 5"
REMOVE EXISTING DOOR ANDSTOREFRONT AND SAVE FOR REUSE(SEE NEW CONSTRUCTION PLAN);REMOVE PORTION OF EXISTINGEXTERIOR WALL AS REQUIRED FORNEW CONSTRUCTION; REPLACEEXISTING GLASS WITH NEW GLASS ASSPECIFIED.
RELOCATE EXISTING DOOR; CREATENEW OPENING IN EXISTING WALL FORDOOR TO BE RELOCATED; SEE NEWCONSTRUCTION PLAN; PATCH ANDREPAIR OPENING CREATED WHENDOOR IS RELOCATED. SEESTRUCTURAL FOR MOREINFORMATION.
REPLACE GLASS INEXISTINGSTOREFRONT WITHNEW GLASS ASSPECIFIED.
1 2 3 4 5
A
B
C
D
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NM
ARK
SHEETIDENTIFICATION
SHEET OF
DES
IGN
ED B
Y:
FILE
NAM
E:
Arch
itects
Engin
eers
Plan
ners
3500
Par
kway
Lan
eS
uite
600
Nor
cros
s, G
A 3
0092
Pho
ne (6
78) 3
36-7
740
Fax
(678
) 336
-774
4W
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.pon
dco.
com
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2011
\D12
0009
_AR
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_NFS
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_CEN
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_R11
_122
711.
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CONSTRUCTION DOCUMENTS
DEM
OLI
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3220
2Au
thor
SCALE: 1/8" = 1'-0"AD-1011 FIRST FLOOR PLAN
SCALE: = 1'-0"
0 8 168
1/8"
1. CONTRACTOR SHALL EXERCISE CAUTION DURING DEMOLITIONTO PROPERLY TERMINATE AND TEMPORARILY CAP EXISTINGUTILITIES.
2. DEMOLITION SHALL BE PERFORMED IN A SAFE ANDEXPEDITIOUS MANNER. PROPER SAFETY BARRIERS MUST BEMAINTAINED AT ALL TIMES.
3. CONSTRACTOR SHALL REMOVE ALL EXISTING CONSTRUCTIONSHOWN TO BE DEMOLISHED OR REQUIRED TO BE DEMOLISHEDFOR NEW CONSTRUCTION.
4. DEBRIS SHALL BE REMOVED FROM THE BUILDING REGULARLYAND THE SITE SHALL BE MAINTAINED IN A SAFE AND CLEANSTATE.
5. HATCHED AREAS ARE NOT IN THE PROJECT SCOPE; DASHEDLINES REPRESENT SCOPE TO BE DEMOLISHED.
6. COORDINATE WITH NEW FLOOR PLANS FOR EXTENT OFDEMOLITION.
7. PATCH AND REPAIR ADJACENT FLOOR, WALLS AND CEILINGSWHERE WALLS ARE REMOVED. PREP FOR NEW FINISHES.
8. ARCHITECT IS NOT AWARE OF ANY HAZARDOUS MATERIALSPRESENT. SHOULD THE CONTRACTOR UNCOVER ANYHAZARDOUS MATERIALS, STOP WORK IMMEDIATELY AND NOTIFYTHE OWNER AND THE ARCHITECT.
9. CONTRACTOR SHALL PATCH AND REPAIR ALL PENETRATIONSAND OPENINGS IN EXISTING FIRE RATED WALLS AND CEILINGSLEFT BY THE REMOVAL OR INSTALLATION OF DUCT WORK,PIPING, AND RELATED ITEMS. COORDINATE WITH MECHANICAL,ELECTRICAL, PLUMBING AND FIRE PROTECTION.
10. REPAIR AND PREP ALL EXISTING WALLS AND STRUCTURALCOLUMNS TO RECEIVE NEW FINISHES.
11. REFER TO MECHANICAL, ELECTRICAL, PLUMBING, FIREPROTECTION AND CIVIL DRAWINGS FOR ADDITIONAL DEMOLITIONITEMS AND NOTES.
12. DRAWINGS ARE BASED ON INFORMATION PROVIDED BYTHE CITY. CONTRACTOR TO VERIFY EXISTING CONDITIONS ANDNOTIFY THE ARCHITECT IN WRITING OF ANY DISCREPENCIESFROM THE DRAWINGS.
13. REPLACE GLASS IN EXISTING STOREFRONTS ON SOUTHELEVATION WITH NEW GLASS AS SPECIFIED.
14. OWNER HAS RIGHT OF FIRST REFUSAL FOR ALL LIGHTSAND LIGHT FIXTURES, FURNITURE, EQUIPMENT, SIGNAGE, ETC.REMOVED FROM THE PROJECT.
GENERAL DEMOLITION PLAN NOTES
DEMOLITION PLAN LEGEND
NEW WALL CONSTRUCTION
EXISTING WALL TO REMAIN
EXISTING WALL TO BE DEMOLISHED
EXISTING DOOR TO REMAIN
EXISTING DOOR TO BE DEMOLISHED
-
REF.
A-001
2
A-201
1
NORTH FLORIDASUSTAINABILITY RESOURCE
CENTER
NEW BUS SHELTER BY JTA
RECYCLED GLASS ACCENTS
EXISTING SIDEWALK
NEW PERVIOUS ASPHALT
TRENCH DRAIN, TYP.
BRICK ACCENT STRIP
CURB SIDE BIOSWALE
GRASSCRETE PAVERS
PERVIOUS CONCRETE
WOOD PLANTERS.NATURAL STONE PAVERS
LEVEL 335' - 6"
A B C D E FG H J
T.O. PARAPET79' - 7 1/2"
T.O. PARAPET LOW69' - 2"
FINISHED FLOOR19' - 10"
RESOURCE CENTERNORTH FLORIDA SUSTAINABILITY
1 2 3 4 5
A
B
C
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DW
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NM
ARK
SHEETIDENTIFICATION
SHEET OF
DES
IGN
ED B
Y:
FILE
NAM
E:
Arch
itects
Engin
eers
Plan
ners
3500
Par
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uite
600
Nor
cros
s, G
A 3
0092
Pho
ne (6
78) 3
36-7
740
Fax
(678
) 336
-774
4W
eb: w
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.pon
dco.
com
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6" =
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"
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CONSTRUCTION DOCUMENTS
SIT
E P
LAN
& S
TRE
ETSC
APE
NO
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FL
3220
2Au
thor
SCALE: 1/16" = 1'-0"A-0011 ARCHITECTURAL SITE PLAN
SCALE: = 1'-0"
0 16 3216
1/16"
SCALE: 1/16" = 1'-0"A-0012 DUVAL STREET ELEVATION
1. ALL SPECIFICATIONS ARE GOVERNED BY THE FLORIDA BUILDINGCODE, 2010.
2. SITE PLAN IS SHOWN FOR REFERENCE ONLY. SEE CIVIL DRAWINGSFOR MORE INFORMATION.
3. DRAWINGS ARE BASED ON INFORMATION PROVIDED BY THE CITY.CONTRACTOR TO FIELD VERIFY DIMENSIONS.
4. ARCHITECT IS NOT RESPONSIBLE FOR SITE DRAINAGE. SEE CIVILDRAWINGS.
5. REFER TO CIVIL/LANDSCAPE DRAWINGS FOR LANDSCAPEIDENTIFICATION AND INSTALLATION.
6. NO PERMANENT IRRIGATION SYSTEM THAT USES POTABLE WATERTO BE INSTALLED. SEE CIVIL AND LANDSCAPE DRAWINGS FORIRRIGATION AND WATER COLLECTION SYSTEMS AS WELL AS LIVINGWALL DETAILS. SEE ARCHITECTURAL, STRUCTURAL AND MEPDRAWINGS FOR MORE SPECIFIC INFORMATION.
7. CONSULT LOCAL AND STATE CODE FOR ANY WORK IN THEROADWAY OR ADJACENT TO THE ROADWAY CAUSING INTERFERENCETO VEHICULAR TRAFFIC REQUIREMENTS. CONTRACTOR TO FURNISHALL NECESSARY TRAFFIC SIGNS AND/OR BARRICADES AND MAINTAINTHEM DURING CONSTRUCTION ACTIVITY.
SITE PLAN
* SEE CIVIL AND LANDSCAPE DRAWINGS FOR MORE SPECIFIC INFORMATION. THIS PLAN IS SHOWN FOR REFERENCE ONLY.
-
REF.
MECH009
JAN.010
SHWR011
WOMEN'S014
MEN'S013
STOR012
OFFICE-CONF008
STOR.007
STUDY006
KITCHEN005
LIBRARY004
CLASSROOM003
TRAINING002
RECEPTION001
53' - 6"
8' -
7"15
' - 6
"30
' - 0
"
19' - 6" 5' - 5" 5' - 7" 18' - 0" 5' - 0"
6' - 6"
9' -
7 3/
4"9'
- 10
1/4
"
6' - 0"
A-4012
A-4013
A-4011
4.00°
1A-351001
002
003
007
008
012
011
010
009
014
013
004
4' -
0"5'
- 0"
2' -
2"
B
C
A
E S
B S
B S
B S
B C
B C
B C
B C
B C B1 C
B C
B C
D2 C
D2 C
A 3'-0"AFF
B11'-0"AFF
B10'-6"AFF
B11'-0"AFF
B11'-0"AFF
C U
C S
C S
C S
LINE OFSOFFITABOVE
15' -
6"
REPLACE GLASSIN EXISTINGSTOREFRONTWITH NEW GLASSAS SPECIFIED.
FEC
FEC
C S C S
MECH009
JAN.010
SHWR011 WOMEN'S
014
MEN'S013STOR
012
OFFICE-CONF008
STOR.007
STUDY006
KITCHEN005
LIBRARY004
CLASSROOM003
TRAINING002
RECEPTION001
APPROXIMATECENTERLINE OFSTRUCTURAL TEESABOVE
1A-451
2A-451
3A-451
4A-451
1' - 6"
ALIGN
RECESSEDPROJECTIONSCREEN
A.F.F.C 10' - 0"
A.F.F.C 10' - 0"
A.F.F.A 10' - 0"
A.F.F.A 10' - 0"
A.F.F.C 10' - 0"
A.F.F.C 10' - 0"
A.F.F.C 10' - 0" A.F.F.C 10' - 0"
A.F.F.C 10' - 0"
A.F.F.C 9' - 0"
OS
S CEILING MOUNTED MASSNOTIFICATION SPEAKER, ONEWAY TYPE
OCCUPANCY SENSOR
WALL MOUNTED SCONCE LIGHTS
AP
4' FLUORESCENT STRIP LIGHT FIXTURE
2'-0" x 2'-0" ACOUSTICAL CEILING SYSTEM
24" X 24" MECH. RETURN AIR GRILLES
24" X 24" MECH. DIFFUSERS
WALL MOUNTED EXIT SIGN
INSTALL 5/8" WATER- RESISTANTGYPSUM BOARD AT THE CEILINGS OFRESTROOMS ONLY. ALL OTHERROOMS INDICATED AS SUCH WILL BESTANDARD 5/8" GYPSUM BOARD.
CEILING MOUNTED EXIT SIGN
A
C
RATED OR NON-RATED, LOCKABLE,STEEL ACCESS PANEL 2'-0" W. X 3'-0"DP.- PROVIDE ACCESS PANELS ASREQUIRED TO ALLOW ACCESS TOEQUIPMENT, SHUT-OFF VALVES,FIXTURES, MECH. LOUVERS, FIREDAMPERS AND OTHER ITEMS ABOVE THECEILING. PAINT TO MATCH THEADJACENT SURFACE'S COLOR, U.N.O.
2' X 2' LAY-IN LIGHT FIXTURE
NO CEILING; OPEN TO STRUCTURE ABOVEB
LED DOWNLIGHT
LINEAR DIRECT/INDIRECT PENDANT FIXTURE
LINE OF STRUCTURAL TEE ABOVE
** SEE ELECTRICAL DWGS FOR MORE INFORMATION.
DECORATIVE PENDANT FIXTURE
DS DAYLIGHT SENSOR
1 2 3 4 5
A
B
C
D
DW
N B
Y:C
KD B
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SUBM
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E:
APPR
.D
ATE
DES
CR
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ON
MAR
KAP
PR.
DAT
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ESC
RIP
TIO
NM
ARK
SHEETIDENTIFICATION
SHEET OF
DES
IGN
ED B
Y:
FILE
NAM
E:
Arch
itects
Engin
eers
Plan
ners
3500
Par
kway
Lan
eS
uite
600
Nor
cros
s, G
A 3
0092
Pho
ne (6
78) 3
36-7
740
Fax
(678
) 336
-774
4W
eb: w
ww
.pon
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AD-B
IM\B
IM\R
2011
\D12
0009
_AR
CH
_NFS
RC
_CEN
TRAL
_R11
_122
711.
rvt
As indi
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A-101
Appr
over
Che
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Des
igne
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CONSTRUCTION DOCUMENTS
FLO
OR
PLA
N-R
EFL
EC
TED
CEI
LIN
GP
LAN
NO
RTH
FLO
RID
A SU
STAI
NAB
ILIT
YR
ESO
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CE
CEN
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33 W
EST
DU
VAL
STR
EET
JAC
KSO
NVI
LLE,
FL
3220
2Au
thor
SCALE: 1/8" = 1'-0"A-1011 LEVEL 1 - NEW CONSTRUCTION PLAN
SCALE: = 1'-0"
0 8 168
1/8"
SCALE: 1/8" = 1'-0"A-1013 REFLECTED CEILING PLAN
1. IN TOILETS AND JANITOR CLOSETS ALL GYPSUM BOARDCEILINGS SHALL BE WATER RESISTANT GYPSUM BOARD.
2. ALL CEILING MOUNTED DEVICES SHALL BE CENTERED INBOTH DIRECTIONS IN ACOUSTICAL CEILING PANELS U.N.O.CENTER SPRINKLER HEADS IN ACOUST. CEILING PANELSWHERE THEY OCCUR - COORDINATE THE LOCATION OF THESPRINKLER HEADS WITH OTHER CEILING FIXTURES ANDEQUIPMENT IN ALL CEILINGS. ENSURE THAT A SYMMETRICALAND BALANCED ARRANGEMENT IS INSTALLED. ARCHITECT ISTO REVIEW INSTANCE OF NON-EQUAL SPACING PRIOR TOINSTALLATION.
3. CEILING HEIGHTS INDICATED (I.E. 9'-0") ARE RELATIVE TOTHE FINISH FLOOR ELEVATION OF THE ROOM FOR WHICHTHEY ARE INDICATED.
4. CEILING GRIDS SHALL BE ORIENTED WITHIN SPACES ASSHOWN. LIMIT PARTIAL PANELS TO NO LESS THAN 6".
GENERAL FLOOR PLAN NOTES1. ALL SPECIFICATIONS ARE GOVERNED BY THE FLORIDABUILDING CODE, 2010 AND ALL OTHER APPLICABLE CODES.
2. SHADED AREAS ARE NOT INCLUDED IN THE SCOPE OF WORK.
3. CONTRACTOR SHALL COORDINATE FINAL LOCATIONS OF ALLOUTLETS, SWITCHING, ETC. WITH THE ARCHITECT AND OWNER.
4. DIMENSIONS ARE TO FINISH FACE OF PARTITION, UNLESSNOTED OTHERWISE. PARTITIONS INDICATED IN ALIGNMENT WITHEXISTING CONSTRUCTION ARE TO BE ALIGNED WITH FINISHEDFACES.
5. ALL DOORS ARE LOCATED 4" FROM ADJACENT WALL UNLESSOTHERWISE NOTED.
6. CONTRACTOR SHALL MAINTAIN THE INTEGRITY OF ALL SMOKEPARTITIONS AND FIRE RATED ASSEMBLIES. CONTRACTOR SHALLINFORM THE ARCHITECT OF ANY COMPROMISES IN THESEASSEMBLIES WHETHER EXISTING OR NEW.
7. CONTRACTOR SHALL PROVIDE BLOCKING WHERENECESSARY, INCLUDING FOR ALL OWNER SUPPLIED EQUIPMENT.
8. BRACE WALLS AT CEILING AS REQUIRED.
9. CASEWORK DIMENSIONS SHALL BE FIELD VERIFIED BYCONTRACTOR PRIOR TO FABRICATION AND INSTALLATION. SEEINTERIOR DESIGN DRAWINGS FOR MORE INFORMATION.
10. ALL APPLIANCES, EQUIPMENT AND FURNITURE ARE TO BESUPPLIED BY OWNER AND INSTALLED BY CONTRACTOR UNLESSNOTED OTHERWISE. SEE ID DWGS FOR MORE INFORMATION.
11. THE NEW REMODELED AREA DEFINED IN THIS SCOPE OFWORK IS 100% ACCESSIBLE PER FBC 11-4.1.6.
12. PROVIDE FIRE SEALS AT ALL PENETRATIONS THROUGHFIRE RATED ASSEMBLIES.
13. ALL FEATURES, ITEMS AND FINISHES ARE NEW AND ARE TOBE PROVIDED BY THE CONTRACTOR UNLESS SPECIFICALLYIDENTIFIED AS "EXISTING."
GENERAL REFLECTED CEILING PLAN NOTES5. DEVICES HAVE BEEN SHOWN FOR COORDINATIONPURPOSES. ALL DEVICES MAY NOT BE SHOWN. SEEENGINEERING DRAWINGS.
6. THE CONTRACTOR SHALL ENSURE THE INSTALLATION OF ALLDEVICES INDICATED ON THE ENGR. DWG. SEE MECHANICAL,ELECTRICAL, PLUMBING AND FIRE PROTECTION DRAWINGSFOR ITEMS NOT SHOWN ON REFLECTED CEILING PLANS.CONTACT THE ARCHITECT IF ANY CONFLICTS OCCUR.
7. AT WALLS WITH SOUND ATTENUATION BLANKETS PROVIDESOUND ATTENUATION BLANKETS ON CEILING TO 2'-0" ON BOTHSIDES OF WALL EXCEPT AT WALLS WITH SOUND ATTENUATIONBLANKETS EXTENDING TO STRUCTURE.
9. NOTIFY ARCHITECT IF DESIGN CEILING HEIGHTS CONFLICTWITH EXISTING STRUCTURE AND/OR HVAC.
10. IF NO CEILING IS INDICATED, AREA IS OPEN TO STRUCTUREABOVE.
GENERAL RCP NOTES
-
LEVEL 225' - 6"
B C
LEVEL 445' - 6"
LEVEL 555' - 6"
LEVEL 665' - 6"
T.O. PARAPET79' - 7 1/2"
T.O. PARAPET LOW69' - 2"
WINDOW HEAD32' - 9"
NEW LIVING WALL FRAME;SEE DETAILS
EXISTING OPENING AND RAILING
WOOD PLANTER; SEELANDSCAPEDRAWINGS FORDETAILS
RELOCATED DOOR AND STOREFRONT
1A-351
FINISHED FLOOR19' - 10"
ALUMINUM SUN SHADE
NEW STOREFRONT TRANSOM
REPLACEEXISTING
GLASS
REPLACEEXISTING
GLASS
REPLACEEXISTING
GLASS
WIND TURBINE NATURALSTONE
VENEER
NORTH FLORIDASUSTAINABILITY
RESOURCE CENTER
SIGNAGELEVEL 9
35' - 6"3
1 2 3 4 5
A
B
C
D
DW
N B
Y:C
KD B
Y:
SUBM
ITTE
D B
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DAT
E:
APPR
.D
ATE
DES
CR
IPTI
ON
MAR
KAP
PR.
DAT
ED
ESC
RIP
TIO
NM
ARK
SHEETIDENTIFICATION
SHEET OF
DES
IGN
ED B
Y:
FILE
NAM
E:
Arch
itects
Engin
eers
Plan
ners
3500
Par
kway
Lan
eS
uite
600
Nor
cros
s, G
A 3
0092
Pho
ne (6
78) 3
36-7
740
Fax
(678
) 336
-774
4W
eb: w
ww
.pon
dco.
com
PLO
T SC
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PLO
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esou
rce
Cen
ter\C
AD-B
IM\B
IM\R
2011
\D12
0009
_AR
CH
_NFS
RC
_CEN
TRAL
_R11
_122
711.
rvt
1/4
" = 1
' -0"
A-201
Appr
over
Che
cker
Des
igne
rU
S G
REE
N B
UIL
DIN
G C
OU
NC
ILN
OR
T H F
LOR
IDA
CH
APTE
RJ A
CKS
ON
VILL
E, F
L
07/2
2/02
01/1
7/20
12
-- -- --
CONSTRUCTION DOCUMENTS
EXT
ER
IOR
ELE
VATI
ON
S
NO
RTH
FLO
RID
A SU
STAI
NAB
ILIT
YR
ESO
UR
CE
CEN
TER
33 W
EST
DU
VAL
STR
EET
JAC
KSO
NVI
LLE,
FL
3220
2Au
thor
SCALE: = 1'-0"
0 8 168
1/8"
SCALE: 1/4" = 1'-0"A-2011 SOUTH ELEVATION
-
WINDOW HEAD32' - 9"
FRAME FOR LIVINGWALL; SEE DETAILS
ALUMINUM SUN SHADE
WIND TURBINE BEYOND
NEW ALUMINUMSTOREFRONT TRANSOM INEXISTING PRECAST WALL
EXISTING CONCRETE COLUMNBEYOND
STUCCO FINISH (TOMATCH EXISTING) ON 5/8"EXTERIOR SHEATHINGOVER 3-5/8" MTL STUD
RELOCATED ALUMINUM STOREFRONT
WOOD PLANTER; SEELANDSCAPE DRAWINGSFOR DETAILS
5/8" GWB ON 2-1/2"MTL STUD FURRING
8" CMU WALL
5/8" GWB ON2-1/2" MTLSTUD
BOND BEAM
5/8" GWB
EXISTING FLOOR STRUCTURE;ADD SPRAY FOAM INSULATIONON UNDERSIDE
NEW ALUMINUM SIGNSUSPENDED FROM SUN SHADE
NATURAL STONE VENEER;RANDOM PATTERN
CONCRETE BEAM
EXISTING CHILLEDWATER LINES; VERIFYLOCATION IN FIELD
A-6028 Sim
A-6025 Sim
A-6031 Sim
A-6032 Sim
A-5011 Sim
FINISHED FLOOR19' - 10"
LEVEL 935' - 6"
3
EXISTING PRECAST WALL
MATCH EXISTING
NATURAL STONEVENEER
BATTINSULATION
LEVEL 665' - 6"
T.O. PARAPET LOW69' - 2"
EXISTING CONCRETECOLUMN BEYOND
EXISTING FLOORSTRUCTURE
EXISTING PRECASTWALL
NEW LIVING WALL FRAME;SEE DETAILS
1 2 3 4 5
A
B
C
D
DW
N B
Y:C
KD B
Y:
SUBM
ITTE
D B
Y:
DAT
E:
APPR
.D
ATE
DES
CR
IPTI
ON
MAR
KAP
PR.
DAT
ED
ESC
RIP
TIO
NM
ARK
SHEETIDENTIFICATION
SHEET OF
DES
IGN
ED B
Y:
FILE
NAM
E:
Arch
itects
Engin
eers
Plan
ners
3500
Par
kway
Lan
eS
uite
600
Nor
cros
s, G
A 3
0092
Pho
ne (6
78) 3
36-7
740
Fax
(678
) 336
-774
4W
eb: w
ww
.pon
dco.
com
PLO
T SC
ALE:
PLO
T D
ATE:
SIZE
:AN
SI D
SOLI
CIT
ATIO
N N
O.:
CO
NTR
ACT
NO
.:
FILE
NO
.:
1/16
/201
2 6:
15:4
7 PM
M:\N
orth
Flo
rida
Sust
aina
bilit
y R
esou
rce
Cen
ter\C
AD-B
IM\B
IM\R
2011
\D12
0009
_AR
CH
_NFS
RC
_CEN
TRAL
_R11
_122
711.
rvt
3/4
" = 1
' -0"
A-351
Appr
over
Che
cker
Des
igne
rU
S G
REE
N B
UIL
DIN
G C
OU
NC
ILN
OR
T H F
LOR
IDA
CH
APTE
RJ A
CKS
ON
VILL
E, F
L
01/1
9/11
01/1
7/20
12
-- -- --
CONSTRUCTION DOCUMENTS
WAL
L SE
CTI
ON
S
NO
RTH
FLO
RID
A SU
STAI
NAB
ILIT
YR
ESO
UR
CE
CEN
TER
33 W
EST
DU
VAL
STR
EET
JAC
KSO
NVI
LLE,
FL
3220
2Au
thor
SCALE: = 1'-0"3/4"
0 1 2 31SCALE: 3/4" = 1'-0"A-351
2 WALL SECTION 1SCALE: 3/4" = 1'-0"A-351
1 WALL SECTION 1 (CONT'D)
-
RECEPTION001
2A-351
5' -
0"
15' - 6 11/16"+/- 2' - 0"
86.00
°
4"1' - 6"
STONE VENEERWRAP
CONFIRMDIMENSION WITHLOCATION OFEXISTING CHILLEDWATER LINES
KITCHEN005
A-401
11
12
ALIGN
WOMEN'S014
MEN'S013
STOR012
SHWR011
A-401
A-401
A-401
A-4018
94
6
2' - 9" 2' - 9"
5' -
7"
ROLL IN SHOWER
1' - 6"
5
1' - 6"
6" 3' - 0"
1' -
0"3'
- 4"
7
3' -
10"
10
5' -
7"4'
- 8"
8' -
11 7
/8"
6' - 5"
10' -
9"
1' - 6"
2' -
10"
MAX
3' -
4"3'
- 0"
6"
2' -
10"
SCONCE
1' - 6"
*TOILET PARTITIONS RELOCATED FROM AT&T TOWER
1' - 0" 3' - 4"
1' -
6"1'
- 4"
2' -
10"
MAX
3' -
4"
2' -
10"
3' -
0"
6' - 5"
2' - 5 1/2"
5' - 11"
2' -
10"
2' -
0"
SCONCE
6" 3' - 0"
1' -
0"
*TOILET PARTITIONS RELOCATED FROM AT&T TOWER
3' - 4" 11 3/4"
2' -
10"
FROSTED GLASS
1' -
6"
1' -
4"
2' -
10"
3' - 4" 1' - 0"
3' - 4"
7' -
0"
CURTAINROD
SLOPESHOWERFLOOR TODRAIN
1' -
5"
FOLDINGSHOWERSEAT
1' -
6"1'
- 4"
2' -
10"
6" 3' - 0"
EDGE OFSHOWER
CURTAINAND ROD
SLOPE SHOWERFLOOR TO DRAIN
FOAMCOMPRESSIBLECURB
4' -
6"1'
- 6"
ROBE HOOK
OPEN TOBEYOND
OPEN TOBEYOND
9'-0"
11'-0"
11'-0"
1 2 3 4 5
A
B
C
D
DW
N B
Y:C
KD B
Y:
SUBM
ITTE
D B
Y:
DAT
E:
APPR
.D
ATE
DES
CR
IPTI
ON
MAR
KAP
PR.
DAT
ED
ESC
RIP
TIO
NM
ARK
SHEETIDENTIFICATION
SHEET OF
DES
IGN
ED B
Y:
FILE
NAM
E:
Arch
itects
Engin
eers
Plan
ners
3500
Par
kway
Lan
eS
uite
600
Nor
cros
s, G
A 3
0092
Pho
ne (6
78) 3
36-7
740
Fax
(678
) 336
-774
4W
eb: w
ww
.pon
dco.
com
PLO
T SC
ALE:
PLO
T D
ATE:
SIZE
:AN
SI D
SOLI
CIT
ATIO
N N
O.:
CO
NTR
ACT
NO
.:
FILE
NO
.:
1/16
/201
2 6:
15:4
8 PM
M:\N
orth
Flo
rida
Sust
aina
bilit
y R
esou
rce
Cen
ter\C
AD-B
IM\B
IM\R
2011
\D12
0009
_AR
CH
_NFS
RC
_CEN
TRAL
_R11
_122
711.
rvt
1/4
" = 1
' -0"
A-401
Appr
over
Che
cker
Des
igne
rU
S G
REE
N B
UIL
DIN
G C
OU
NC
ILN
OR
T H F
LOR
IDA
CH
APTE
RJ A
CKS
ON
VILL
E, F
L
11/2
9/11
01/1
7/20
12
-- -- --
CONSTRUCTION DOCUMENTS
EN
LAR
GED
PLA
NS
& IN
TER
IOR
ELE
VATI
ON
S
NO
RTH
FLO
RID
A SU
STAI
NAB
ILIT
YR
ESO
UR
CE
CEN
TER
33 W
EST
DU
VAL
STR
EET
JAC
KSO
NVI
LLE,
FL
3220
2Au
thor
SCALE: 1/4" = 1'-0"A-4011 ENLARGED PLAN - ENTRY
SCALE: = 1'-0"
0 4 84
1/4"
SCALE: 1/4" = 1'-0"A-4013 ENLARGED PLAN - KITCHEN
SCALE: 1/4" = 1'-0"A-4012 ENLARGED PLAN - TOILETS
SCALE: 1/4" = 1'-0"A-4014 WOMEN'S RESTROOM
SCALE: 1/4" = 1'-0"A-4015 WOMEN'S RESTROOM
SCALE: 1/4" = 1'-0"A-4016 MEN'S RESTROOM
SCALE: 1/4" = 1'-0"A-4017 MEN'S RESTROOM
SCALE: 1/4" = 1'-0"A-4018 BACK CORRIDOR - D
SCALE: 1/4" = 1'-0"A-4019 SHOWER
SCALE: 1/4" = 1'-0"A-40110 SHOWER
SCALE: 1/4" = 1'-0"A-40111 KITCHEN & OFFICE
SCALE: 1/4" = 1'-0"A-40112 KITCHEN, LIBRARY & CLASSROOM
INTERIOR ELEVATION GENERAL NOTES1. SEE INTERIOR DESIGN DRAWINGS FOR SPECIFIC MILLWORKAND FINISH INFORMATION.
-
SEE PLAN ANDPARTITIONSCHEDULE FORPARTITION TYPE
5/8" GWB ON3 5/8" MTL STUDS
CORNER BEADLIGHT FIXTURE;SEE ELECT.
10 1/4"
1' -
2"
BOTTOM OFSTRUCTURAL TEE
BRACE AS REQUIRED
5/8" GWB ON 3-5/8"MTL STUDS
CORNER BEAD
ALIGN WITH TOPOF OFFICEWINDOW HEAD
LINE OF WALLBEYOND
10'-0" AFF
SUSPEND FROMSTRUCTUREABOVE
5/8" GWB ON3-5/8" MTL STUDS
CORNER BEAD1' -
0"
10'-0" AFF
6"
10'-0" AFF
1' -
0"VARIES SEE PLAN
BRACE TOSTRUCTURE ASREQUIRED
CORNER BEAD
5/8" GWB ON3-5/8" MTL STUDS
SEE PLAN ANDPARTITIONSCHEDULE FORPARTITION TYPE
CEILING ASSCHEDULED; SOUNDATTENTUATIONINSULATION ABOVE
1 2 3 4 5
A
B
C
D
DW
N B
Y:C
KD B
Y:
SUBM
ITTE
D B
Y:
DAT
E:
APPR
.D
ATE
DES
CR
IPTI
ON
MAR
KAP
PR.
DAT
ED
ESC
RIP
TIO
NM
ARK
SHEETIDENTIFICATION
SHEET OF
DES
IGN
ED B
Y:
FILE
NAM
E:
Arch
itects
Engin
eers
Plan
ners
3500
Par
kway
Lan
eS
uite
600
Nor
cros
s, G
A 3
0092
Pho
ne (6
78) 3
36-7
740
Fax
(678
) 336
-774
4W
eb: w
ww
.pon
dco.
com
PLO
T SC
ALE:
PLO
T D
ATE:
SIZE
:AN
SI D
SOLI
CIT
ATIO
N N
O.:
CO
NTR
ACT
NO
.:
FILE
NO
.:
1/16
/201
2 6:
15:4
9 PM
M:\N
orth
Flo
rida
Sust
aina
bilit
y R
esou
rce
Cen
ter\C
AD-B
IM\B
IM\R
2011
\D12
0009
_AR
CH
_NFS
RC
_CEN
TRAL
_R11
_122
711.
rvt
1 1
/2" =
1'-0
"
A-451
Appr
over
Che
cker
Des
igne
rU
S G
REE
N B
UIL
DIN
G C
OU
NC
ILN
OR
T H F
LOR
IDA
CH
APTE
RJ A
CKS
ON
VILL
E, F
L
01/1
9/11
01/1
7/20
12
-- -- --
CONSTRUCTION DOCUMENTS
INTE
RIO
R D
ETA
ILS
NO
RTH
FLO
RID
A SU
STAI
NAB
ILIT
YR
ESO
UR
CE
CEN
TER
33 W
EST
DU
VAL
STR
EET
JAC
KSO
NVI
LLE,
FL
3220
2Au
thor
SCALE: 1 1/2" = 1'-0"A-4511 COVE LIGHT IN RESTROOMS
SCALE: = 1'-0"1 1/2"
01 1
SCALE: 1 1/2" = 1'-0"A-4512 SOFFIT DETAIL
SCALE: 1 1/2" = 1'-0"A-4513 FLOATING SOFFIT DETAIL
SCALE: 1 1/2" = 1'-0"A-4514 SOFFIT DETAIL
-
3' - 2 1/4"
ALIGN WITH TOP OFSTOREFRONT
1 2 3 4 5
A
B
C
D
DW
N B
Y:C
KD B
Y:
SUBM
ITTE
D B
Y:
DAT
E:
APPR
.D
ATE
DES
CR
IPTI
ON
MAR
KAP
PR.
DAT
ED
ESC
RIP
TIO
NM
ARK
SHEETIDENTIFICATION
SHEET OF
DES
IGN
ED B
Y:
FILE
NAM
E:
Arch
itects
Engin
eers
Plan
ners
3500
Par
kway
Lan
eS
uite
600
Nor
cros
s, G
A 3
0092
Pho
ne (6
78) 3
36-7
740
Fax
(678
) 336
-774
4W
eb: w
ww
.pon
dco.
com
PLO
T SC
ALE:
PLO
T D
ATE:
SIZE
:AN
SI D
SOLI
CIT
ATIO
N N
O.:
CO
NTR
ACT
NO
.:
FILE
NO
.:
1/16
/201
2 6:
15:4
9 PM
M:\N
orth
Flo
rida
Sust
aina
bilit
y R
esou
rce
Cen
ter\C
AD-B
IM\B
IM\R
2011
\D12
0009
_AR
CH
_NFS
RC
_CEN
TRAL
_R11
_122
711.
rvt
3" =
1'-0
"
A-501
Appr
over
Che
cker
Des
igne
rU
S G
REE
N B
UIL
DIN
G C
OU
NC
ILN
OR
T H F
LOR
IDA
CH
APTE
RJ A
CKS
ON
VILL
E, F
L
01/1
9/11
01/1
7/20
12
-- -- --
CONSTRUCTION DOCUMENTS
EXT
ER
IOR
DET
AILS
NO
RTH
FLO
RID
A SU
STAI
NAB
ILIT
YR
ESO
UR
CE
CEN
TER
33 W
EST
DU
VAL
STR
EET
JAC
KSO
NVI
LLE,
FL
3220
2Au
thor
SCALE: 3" = 1'-0"A-5011 SUN SHADE ATTACHMENT TO WALL
SCALE: = 1'-0"3"
10
-
CA B D E
SEE DOOR SCHEDULE
SEE
DO
OR
SC
HED
ULE
SEE DOOR SCHED.
SEE
DO
OR
SC
HED
ULE
SEE DOOR SCHEDULE
SEE
DO
OR
SC
HED
ULE
SEE DOOR SCHED.
SEE
SC
HED
ULE
SEE PLANNUMBER OF PANELS VARIES
6
1 2
4
2" SEE SCHED. 2" 2" SEE SCHED. 2"
SEE
SC
HED
ULE
2"
SEE
SC
HED
ULE
4"
3
2" SEE SCHED. 2"
SEE
SC
HED
ULE
2"
2" SEE SCHED.2"
SEE
SC
HED
ULE
2"
1' - 4 1/2" 2" SEE SCHED. 2"
SEE
SC
HED
ULE
2"
SEE SCHEDULE 2"
1A-601
Sim
1A-601
Sim
3A-601
Sim3
A-601
Sim
2A-601
Sim
2A-601
Sim
3A-601
Sim
2A-601
Sim
4A-601
Sim
4A-601
Sim
5
1A-602
Sim
2A-602
Sim
4A-602
Sim
3A-602
Sim
7A-602
Sim
6A-602
Sim
5A-602
Sim
9A-602
Sim
8A-602
Sim
2"SEE SCHED.2"
SEE
SC
HED
ULE
1' - 1"2"
DOOR AND FRAMERELOCATED FROM
AT&T TOWER
DOOR AND FRAMERELOCATED FROM
AT&T TOWER
RELOCATE EXIST.DOOR AND FRAME
RELOCATE EXISTING DOORAND STOREFRONT; REPLACE
GLASS
5/8" GWB ON 2-1/2"MTL STUDS
JAMB ANCHOR
CORNER BEAD
CONTINUOUS SEALANT
RELOCATE EXISTING H.M.FRAME; GROUT HEAD ANDJAMB WITH NON METALLICNON SHRINK GROUT, TYP.
CONTINUOUSSEALANT
RELOCATEEXISTING DOOR
2"1/2"
SEE
PLA
N
5/8" GWB BOTHSIDES OVERMTL STUD
SOUNDATTENUATIONIF INDICATED;SEE PLAN FORPARTITIONTYPES
JAMB ANCHORS;MIN. 3 PER JAMB
H.M. FRAME ASSCHEDULED
SEALANT TYP.BOTH SIDES
DOOR ASSCHEDULED
2"1/
2"
SEE PLANSOUNDATTENUATION IFINDICATED; SEEPLAN FORPARTITION TYPES.
5/8" GWBBOTH SIDES
PROVIDEMETAL STUDFRAMING ASREQUIRED
SEALANTTYP. BOTHSIDES
H.M. FRAME ASSCHEDULED
DOOR ASSCHEDULED
2"1/
2"
SEE PLANSOUNDATTENUATION IFINDICATED; SEEPLAN FORPARTITION TYPES.
5/8" GWBBOTH SIDES
PROVIDEMETAL STUDFRAMING ASREQUIRED
SEALANTTYP. BOTHSIDES
H.M. FRAME ASSCHEDULED
WINDOW ASSCHEDULED
1 2 3 4 5
A
B
C
D
DW
N B
Y:C
KD B
Y:
SUBM
ITTE
D B
Y:
DAT
E:
APPR
.D
ATE
DES
CR
IPTI
ON
MAR
KAP
PR.
DAT
ED
ESC
RIP
TIO
NM
ARK
SHEETIDENTIFICATION
SHEET OF
DES
IGN
ED B
Y:
FILE
NAM
E:
Arch
itects
Engin
eers
Plan
ners
3500
Par
kway
Lan
eS
uite
600
Nor
cros
s, G
A 3
0092
Pho
ne (6
78) 3
36-7
740
Fax
(678
) 336
-774
4W
eb: w
ww
.pon
dco.
com
PLO
T SC
ALE:
PLO
T D
ATE:
SIZE
:AN
SI D
SOLI
CIT
ATIO
N N
O.:
CO
NTR
ACT
NO
.:
FILE
NO
.:
1/16
/201
2 6:
15:4
9 PM
M:\N
orth
Flo
rida
Sust
aina
bilit
y R
esou
rce
Cen
ter\C
AD-B
IM\B
IM\R
2011
\D12
0009
_AR
CH
_NFS
RC
_CEN
TRAL
_R11
_122
711.
rvt
As indi
cate
d
A-601
Appr
over
Che
cker
Des
igne
rU
S G
REE
N B
UIL
DIN
G C
OU
NC
ILN
OR
T H F
LOR
IDA
CH
APTE
RJ A
CKS
ON
VILL
E, F
L
02/1
0/10
01/1
7/20
12
-- -- --
CONSTRUCTION DOCUMENTS
DO
OR
SC
HED
ULE
& T
YPES
NO
RTH
FLO
RID
A SU
STAI
NAB
ILIT
YR
ESO
UR
CE
CEN
TER
33 W
EST
DU
VAL
STR
EET
JAC
KSO
NVI
LLE,
FL
3220
2Au
thor
DOOR SCHEDULEDOOR FRAME Hardware
Group Remarks Fire RatingMark Leaves Width Height Thickness Type Mat. Type Mat. Head Jamb Sill001 2 6' - 0" 8' - 0" 2" A AL/GL 6 AL 5/A-602 7 &
9/A-6026 &
8/A-602RELOCATE EXISTING ENTRY DOOR AND STOREFRONT
002 5 24' - 0" 9' - 0" OO AL/GL AL003 12 29' - 0" 9' - 0" LL AL/GL AL004 1 3' - 0" 7' - 0" 1 3/4" C HM 2 HM 1/A-601 1/A-601 RELOCATED EXISTING CORRIDOR HM DOOR AND FRAME 1 HOUR007 2 5' - 0" 6' - 8" 1 3/4" D WD 3 HM 3/A-601 2/A-601 PAIR TWO WOOD DOORS FROM AT&T TOWER; NEW FRAME
NEEDED.008 1 3' - 0" 7' - 0" 2" E AL/GL 5 AL 3/A-602 1 &
2/A-6024/A-602 RELOCATE FROM AT&T TOWER; REFINISH
009 1 3' - 0" 6' - 8" 2" E WD/GL 4 HM 3 &4/A-601
2 &4/A-601
RELOCATE FROM AT&T TOWER; CUT DOOR TO ACCOMODATENEW GLASS PANEL; CLR GLASS IN DOOR AND SIDELIGHT
010 1 3' - 0" 6' - 8" 1 3/4" C WD 4 HM 3 &4/A-601
2 &4/A-601
RELOCATE FROM AT&T TOWER; CUT DOOR TO ACCOMODATENEW GLASS PANEL'; FROSTED GLASS IN DOOR ANDSIDELIGHT
011 1 3' - 0" 6' - 8" 1 3/4" C WD 1 HM 3/A-601 2/A-601 RELOCATE DOOR FROM AT&T TOWER; NEW FRAME NEEDED012 1 3' - 0" 6' - 8" 1 3/4" C WD 4 HM 3 &
4/A-6012 &
4/A-601RELOCATE FROM AT&T TOWER; CUT DOOR TO ACCOMODATENEW GLASS PANEL'; FROSTED GLASS IN DOOR ANDSIDELIGHT
013 1 3' - 0" 6' - 8" 2" E WD/GL 4 HM 3 &4/A-601
2 &4/A-601
RELOCATE FROM AT&T TOWER; CUT DOOR TO ACCOMODATENEW GLASS PANEL'; FROSTED GLASS IN DOOR ANDSIDELIGHT
014 1 3' - 0" 6' - 8" 2" E WD/GL 4 HM 3 &4/A-601
2 &4/A-601
RELOCATE FROM AT&T TOWER; CUT DOOR TO ACCOMODATENEW GLASS PANEL'; FROSTED GLASS IN DOOR ANDSIDELIGHT
SCALE: 3/8" = 1'-0"DOOR TYPES
SCALE: 3/8" = 1'-0"FRAME TYPES
SCALE: = 1'-0"3/8"
0 2 4 62
SCALE: 3" = 1'-0"A-6011 H.M. INT. DR HEAD & JAMB DTL
SCALE: = 1'-0"3"
10
SCALE: 3" = 1'-0"A-6012 H.M. INT. DR JAMB DETAIL
SCALE: 3" = 1'-0"A-6013 H.M. INT. DR HEAD DETAIL
SCALE: 3" = 1'-0"A-6014 H.M. SIDELIGHT HEAD DTL
-
SEE PLANSOUND ATTENUATION IFINDICATED; SEE PLAN FORPARTITION TYPES.
5/8" GWB BOTH SIDES
PROVIDE METAL STUDFRAMING AS REQUIRED
CORNER BEAD
CONT. BACKER ROD ANDSEALANT BOTH SIDES,TYP.
WOOD SHIM ASREQUIRED
ALUMINUMSTOREFRONT SYSTEM;NON-THERMAL
SEE PLANSOUND ATTENUATION IFINDICATED; SEE PLAN FORPARTITION TYPES.
5/8" GWB BOTH SIDES
PROVIDE METAL STUDFRAMING AS REQUIRED
CORNER BEAD
CONT. BACKER ROD ANDSEALANT BOTH SIDES,TYP.
WOOD SHIM ASREQUIRED
ALUMINUMSTOREFRONTSYSTEM; NON-THERMAL
SEE PLAN SOUND ATTENUATION IFINDICATED; SEE PLAN FORPARTITION TYPES.
5/8" GWB BOTH SIDES
PROVIDE METAL STUDFRAMING AS REQUIRED
CORNER BEAD
CONT. BACKER ROD ANDSEALANT BOTH SIDES,TYP.WOOD SHIM ASREQUIRED
FINISH CEILING WHEREOCCURS; SEE PLAN
ALUMINUMSTOREFRONT SYSTEM;NON-THERMAL
ALUMINUM DOOR;AS SCHEDULED
GWB BEYOND
WALL BASE;AS SCHED; THRESHOLD SET
IN FULL BED OFSEALANT
FINISHFLOOR;AS SCHED.
CONCRETESLAB; SEESTRUCTURAL
5/8" GWB OVER2-1/2" MTL STUD
BATT INSULATION
CORNER BEAD
CONT. BACKER RODAND SEALANT BOTHSIDES, TYP.
P.T. WOOD SHIMAS REQUIRED
DOOR AS SCHEDULED
THRESHOLD BEYOND
CMU WALL
FLUID APPLIED AIRBARRIER
NATURAL STONE VENEER
BOND BEAM
FLUID APPLIEDAIR BARRIERCONT. DRAINAGEMATERIALGALV. STEELANGLE
FLASHINGCONT. BACKERROAD & SEALANTBOTH SIDES, TYP.
P.T. WOOD SHIMAS REQUIRED
BATTINSULATION
5/8" GWBOVER 2-1/2"MTL STUD
CORNER BEAD
NATURALSTONE VENEER
ALUMINUMSTOREFRONTSYSTEM
4"
DOOR ASSCHEDULED
THRESHOLD SETIN A FULL BEADOF SEALANT
FINISHEDFLOOR ASSCHEDULED
RECESSEDENTRANCEMAT
CONCRETE SLAB;SLOPE TO DRAIN
EXPANSIONJOINT
5/8" GWB OVER2-1/2" MTL STUD
BATT INSULATION
CORNER BEAD
CONT. BACKER RODAND SEALANT BOTH
SIDES, TYP.
P.T. WOOD SHIMAS REQUIRED
ALUMINUMSTOREFRONT
SYSTEM
CMU WALL
FLUID APPLIED AIRBARRIER
NATURAL STONE VENEER
ALUMINUMSTOREFRONTSYSTEM
P.T. WOOD SHIMAS REQUIRED
CONT. BACKER RODAND SEALANT BOTHSIDES, TYP.
METAL SILLFLASHING WITHHEMMED EDGE
STONE SILL
VERTICAL JOINTWEEP
FLASHING
STONE VENEER
FLUID APPLIEDAIR MEMBRANECMU WALL
22 GA. HEMMED EDGE,BREAK METAL SILL;COLOR TO MATCHFRAME
5/8" GWB OVER 2-1/2" MTL STUD
BATT INSULATION
SEE DOORAND FRAMESCHEDULE
ALIGN
8' -
9"
2' - 1" 2' - 1" 2' - 1" 7"
B C
2' - 1" 2' - 1" 2' - 1" 2' - 1" 2' - 1"1' - 0"
8' -
9"
EQ EQ EQ
12' - 0"
3' -
10"
SEE
ELE
VATI
ON
AWINDOWS RELOCATED FROM AT&T TOWER WINDOWS RELOCATED FROM AT&T TOWER
2A-602
Sim2
A-602
Sim
3A-602
Sim3
A-602
Sim
3A-602
Sim3A-602
Sim
1 2 3 4 5
A
B
C
D
DW
N B
Y:C
KD B
Y:
SUBM
ITTE
D B
Y:
DAT
E:
APPR
.D
ATE
DES
CR
IPTI
ON
MAR
KAP
PR.
DAT
ED
ESC
RIP
TIO
NM
ARK
SHEETIDENTIFICATION
SHEET OF
DES
IGN
ED B
Y:
FILE
NAM
E:
Arch
itects
Engin
eers
Plan
ners
3500
Par
kway
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uite
600
Nor
cros
s, G
A 3
0092
Pho
ne (6
78) 3
36-7
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Fax
(678
) 336
-774
4W
eb: w
ww
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PLO
T SC
ALE:
PLO
T D
ATE:
SIZE
:AN
SI D
SOLI
CIT
ATIO
N N
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CO
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ACT
NO
.:
FILE
NO
.:
1/16
/201
2 6:
15:5
0 PM
M:\N
orth
Flo
rida
Sust
aina
bilit
y R
esou
rce
Cen
ter\C
AD-B
IM\B
IM\R
2011
\D12
0009
_AR
CH
_NFS
RC
_CEN
TRAL
_R11
_122
711.
rvt
As indi
cate
d
A-602
Appr
over
Che
cker
Des
igne
rU
S G
REE
N B
UIL
DIN
G C
OU
NC
ILN
OR
T H F
LOR
IDA
CH
APTE
RJ A
CKS
ON
VILL
E, F
L
12/2
7/11
01/1
7/20
12
-- -- --
CONSTRUCTION DOCUMENTS
STO
REF
RO
NT
DET
AIL
S
NO
RTH
FLO
RID
A SU
STAI
NAB
ILIT
YR
ESO
UR
CE
CEN
TER
33 W
EST
DU
VAL
STR
EET
JAC
KSO
NVI
LLE,
FL
3220
2Au
thor
SCALE: = 1'-0"3"
10
SCALE: 3" = 1'-0"A-6021 INT. DOOR JAMB DETAIL
SCALE: 3" = 1'-0"A-6022 INT. SIDELIGHT JAMB DETAIL
SCALE: 3" = 1'-0"A-6023 INT. TRANSOM HEAD DETAIL
SCALE: 3" = 1'-0"A-6024 INT. DOOR SILL DETAIL
SCALE: 3" = 1'-0"A-6027 EXT. DOOR JAMB DETAIL
SCALE: 3" = 1'-0"A-6025 EXT. WINDOW HEAD DETAIL
SCALE: 3" = 1'-0"A-6026 EXT. DOOR SILL DETAIL
SCALE: 3" = 1'-0"A-6029 EXT. WINDOW JAMB DETAIL
SCALE: 3" = 1'-0"A-6028 EXT. WINDOW SILL DETAIL
SCALE: 3/8" = 1'-0"WINDOW TYPES
SCALE: = 1'-0"3/8"
0 2 4 62
(SILL SIM.)
-
CONT. BACKERROAD & SEALANTBOTH SIDES, TYP.
P.T. WOOD SHIMAS REQUIREDALUMINUM
STOREFRONTSYSTEM
MATCH ALIGNMENT OF EXISTING STOREFRONT
NEW CONCRETEBEAM TO SUPPORTSTOREFRONT; CANTTO DRAIN
FINISH FACE ANDUNDERSIDE TOMATCH EXISTINGFACADE
ALIGN
METAL SILLFLASHING WITHHEMMED EDGE
FLUID APPLIEDAIR MEMBRANE
EXISTINGPRECAST WALL
CONT. BACKERROAD & SEALANTBOTH SIDES, TYP.
P.T. WOOD SHIMAS REQUIRED
ALUMINUMSTOREFRONTSYSTEM
MATCH ALIGNMENT OF EXISTING STOREFRONTS
FLASHING???
1 2 3 4 5
A
B
C
D
DW
N B
Y:C
KD B
Y:
SUBM
ITTE
D B
Y:
DAT
E:
APPR
.D
ATE
DES
CR
IPTI
ON
MAR
KAP
PR.
DAT
ED
ESC
RIP
TIO
NM
ARK
SHEETIDENTIFICATION
SHEET OF
DES
IGN
ED B
Y:
FILE
NAM
E:
Arch
itects
Engin
eers
Plan
ners
3500
Par
kway
Lan
eS
uite
600
Nor
cros
s, G
A 3
0092
Pho
ne (6
78) 3
36-7
740
Fax
(678
) 336
-774
4W
eb: w
ww
.pon
dco.
com
PLO
T SC
ALE:
PLO
T D
ATE:
SIZE
:AN
SI D
SOLI
CIT
ATIO
N N
O.:
CO
NTR
ACT
NO
.:
FILE
NO
.:
1/16
/201
2 6:
15:5
1 PM
M:\N
orth
Flo
rida
Sust
aina
bilit
y R
esou
rce
Cen
ter\C
AD-B
IM\B
IM\R
2011
\D12
0009
_AR
CH
_NFS
RC
_CEN
TRAL
_R11
_122
711.
rvt
3" =
1'-0
"
A-603
Appr
over
Che
cker
Des
igne
rU
S G
REE
N B
UIL
DIN
G C
OU
NC
ILN
OR
T H F
LOR
IDA
CH
APTE
RJ A
CKS
ON
VILL
E, F
L
12/2
7/11
01/1
7/20
12
-- -- --
CONSTRUCTION DOCUMENTS
STO
REF
RO
NT
DET
AIL
S
NO
RTH
FLO
RID
A SU
STAI
NAB
ILIT
YR
ESO
UR
CE
CEN
TER
33 W
EST
DU
VAL
STR
EET
JAC
KSO
NVI
LLE,
FL
3220
2Au
thor
SCALE: = 1'-0"3/8"
0 2 4 62
SCALE: = 1'-0"3"
10
SCALE: 3" = 1'-0"A-6031 EXT. WINDOW SILL DETAIL @ PRECAST
SCALE: 3" = 1'-0"A-6032 EXT. WINDOW HEAD DETAIL @ PRECAST
-
A SCALE : 1" = 1'-0"3 5/8" MTL. STUD PARTITION - PARTIAL HEIGHT
PLAN VIEW
X
EXTEND STUDS TO UNDERSIDE OFROOF / DECK STRUCTURE. GWBTO 6" ABOVE CEILING. INSULATIONAS REQUIRED BY PARTITION TYPE
NO SUBSCRIPT
X
SUBSCRIPT C
C
EXTEND TOTAL PARTITIONTO 6" ABOVE CEILING.PROVIDE ACOUSTICALINSULATION.
6"FINISH CEILINGWHERE OCCURS(SEE SCHEDULE)
X
SUBSCRIPT S
S
EXTEND TOTAL PARTITIONTO STRUCTURE WITHACOUSTIC INSULATION
6"
B SCALE : 1" = 1'-0"3 5/8" MTL. STUD PARTITION
PLAN VIEW
FINISH CEILINGWHERE OCCURS(SEE SCHEDULE)
D SCALE : 1" = 1'-0"3 5/8" MTL. STUD 6" CHASE PARTITION
PLAN VIEW
FINISH CEILINGWHERE OCCURS(SEE SCHEDULE)
MTL. STUD FRAMING@ 1'-4" O.C.
5/8" TYPE "X"GWB EACH SIDE
D1 SCALE : 1" = 1'-0"
D2 SCALE : 1" = 1'-0"
3 5/8" MTL. STUD 8" CHASE PARTITION
3 5/8" MTL. STUD 12" CHASE PARTITION
C SCALE : 1" = 1'-0"2 1/2" MTL. STUD FURRING PARTITION
PLAN VIEW
E SCALE : 1" = 1'-0"8" CMU BLOCK PARTITION W/ 2 1/2" FURRING (1-HOUR)
PLAN VIEW
UNDERSIDE OFDECK
UNDERSIDE OFDECK /STRUCTURE
FINISH CEILINGWHERE OCCURS(SEE SCHEDULE)
CMU BLOCK
MTL. STUD FRAMING@ 1'-4" O.C. (ONESIDE ONLY)
FINISH CEILINGWHERE OCCURS(SEE SCHEDULE)
MTL. STUD FRAMING@ 1'-4" O.C.
(1) LAYER 5/8" TYPE"X" GWB (ONE SIDEONLY)
(1) LAYER 5/8" GWB(ONE SIDE ONLY)
FINISH CEILINGWHERE OCCURS(SEE SCHEDULE)
MTL. STUD FRAMING@ 1'-4" O.C.
(1) LAYER 5/8"GWB (EACHSIDE)
FINISH CEILINGWHERE OCCURS(SEE SCHEDULE)
MTL. STUD FRAMING@ 1'-4" O.C.
RUNNER TRACK
(1) LAYER 5/8"GWB (EACH SIDE)
SCHED.SEE PART. TYPE
DEFLECTIONTRACK
INSULATION - ASREQUIRED BYPARTITION TYPE
RUNNER TRACK RUNNER TRACKRUNNER TRACK RUNNER TRACK
SEE PART. TYPE SCHEDULE
X
SUBSCRIPT T
T
TILE FINISH ON PARTITION -SEE FINISH SCHEDULE ANDTILE SPECIFICATIONS
TILE -SEE FINISHSCHEDULE
X XWALL TYPE
SUBSCRIPT TYPE(AS REQUIRED)
PARTITION TAG KEY
X
SUBSCRIPT U
U
EXTEND TOTAL PARTITIONTO UNDERSIDE OF CEILING
FINISH CEILING
INSULATION - ASREQUIRED BYPARTITION TYPE
X
SUBSCRIPT B
B
PROVIDE ACOUSTICALINSULATION
UNDERSIDE OFDECK
DEFLECTIONTRACK
INSULATION - ASREQUIRED BYPARTITION TYPE
B1 SCALE : 1" = 1'-0"5 1/2" MTL. STUD PARTITION
STRUCTUREABOVE
SEE KEY NOTES ON PLANS FOR HEIGHTS.
(U914)
1. STUD DESIGN CRITERIA: ALL INTERIOR, NON-LOAD BEARING METAL STUDS SHALL BE 25GAUGE (MIN.) UNLESS OTHERWISE NOTED. PROVIDE 5 PSF MIN. APPLIED LATERAL LOAD,L/240 MAX. DEFLECTION.
2. ALL FIRE RATED PARTITIONS MUST EXTEND AND SEAL TO DECK ABOVE.3. TYPICAL FLOOR PLAN DIMENSIONS OF PARTITIONS ARE TO THE NOMINAL FINISH FACE OF
GWB UNLESS NOTED TO THE CENTERLINE OF THE PARTITION.4. INSTALLATION OF GYPSUM BOARD, BACKER BOARD AND BASE BOARD SHALL CONFORM TO
REQUIREMENTS FOR FIRE RATINGS AND ACOUSTICAL RATINGS.5. PROVIDE WATER RESISTANT TYPE GYPSUM BOARD AT AREAS THAT ARE NOTED IN ROOM
FINISH SCHEDULE TO RECEIVE CERAMIC OR PORCELAIN TILE FINISH.6. PROVIDE 5/8" GYPSUM BOARD UNLESS OTHERWISE NOTED.7. PROVIDE 5/8" TYPE X GYPSUM BOARD AT FIRE RATED PARTITIONS.8. METAL STUD GAUGE (IF NOTED) AND UL TEST NUMBERS WILL VARY DEPENDING ON THE
MANUFACTURER OF COMPONENTS ACTUALLY USED.9. PENETRATIONS IN RATED PARTITIONS AND CONNECTIONS OF THE PARTITIONS TO OTHER
PORTIONS OF THE WORK SHALL BE IN ACCORDANCE WITH MANUFACTURER'SRECOMMENDED DETAILS AND IN COMPLIANCE WITH APPLICABLE TESTING AGENCYREQUIREMENTS.
10.INSTALL BLOCKING OR BACKER MATERIAL FOR ATTACHMENT / MOUNTING OF WALL HUNGITEMS OR EQUIPMENT DESCRIBED IN THE DOCUMENTS.
11.WHEN INSTALLING GYPSUM BOARD, CONTRACTOR SHALL COMPLY WITH REQUIREMENTS OFTHE MOST CURRENT EDITION OF THE GYPSUM ASSOCIATION "GA-600" FIRE RESISTANCEDESIGN MANUAL AND THE MOST CURRENT EDITION OF THE UL FIRE RESISTANCE DIRECTORY.
12.PARTITIONS THAT ARE REQUIRED TO EXTEND TO THE DECK ABOVE SHALL HAVE THEGYPSUM BOARD CUT TO FIT WITHIN A 1/4" MAXIMUM TOLERANCE TO THE SHAPE OF THEDECK ABOVE. GYPSUM BOARD SHALL BE CONTINUOUSLY SEALED FOR THE FULL DEPTH OFTHE GYPSUM BOARD WITH FLEXIBLE SEALANT.
13.GYPSUM BOARD SHALL BE CUT SO THAT THE CLEARANCE BETWEEN METALLIC ELECTRICALOUTLET BOXES AND THE GYPSUM BOARD DOES NOT EXCEED 1/8".
14.THE BOTTOM OF THE GYPSUM BOARD AT INTERIOR PARTITIONS SHALL BE 1/4" MINIMUM AND1/2" MAXIMUM ABOVE THE CONCRETE FLOOR SLAB AND SHALL BE SEALED FOR THE FULLDEPTH OF THE GYPSUM BOARD WITH FLEXIBLE SEALANT.
15.REFER TO THE FLOOR PLAN FOR EXTENT OF FIRE WALL RATINGS.16.ALL ELEMENTS OF ACOUSTIC RATED PARTITIONS SHALL EXTEND TO ROOF STRUCTURE OR
FLOOR DECK ABOVE.17.REFER TO "PARTITION TYPE SUBSCRIPT KEY" FOR SYMBOLS USED TO IDENTIFY ADDITIONAL
REQUIREMENTS AND MODIFICATIONS TO BASIC PARTITION TYPES.18.PARTITION TYPES DESCRIBE GENERAL REQUIREMENTS FOR PARTITIONS. REFER TO THE
MANUFACTURER'S SPECIFICATIONS AND REQUIREMENTS OF APPLICABLE TESTINGAGENCIES FOR SPECIFICS OF PARTITION CONSTRUCTION.
19.WHERE A CLEAR DIMENSION OR OPENING IS REQUIRED OR NOTED, MEASURE DIMENSION TOFACE OF PARTITION FINISH.
20.REFER TO INTERIOR FINISH SCHEDULE FOR ALL WALL FINISHES.
GENERAL NOTES FOR INTERIOR PARTITIONS
MIN.0.145"x1" POWER ACTUATEDFASTENER @ 16" O.C. (MAX.) (TYP.)REFERENCE FASTENER MANUF.ICBO FOR FASTENER CAPACITYOR PER ENGINEER OF RECORD
0.5" DEFLECTION GAP
#8 WAFERHEAD FRAMINGSCREWS (TYP.)
SLIPTRACK SYSTEMSSLP-TRK BRANDSLOTTED TRACK
2" x 20 GASTEEL STRAPSOR Z-BARS @16" O.C. (MAX.)
FLUTED METAL DECKWITH CONCRETE FILL
VOID PACKED TIGHTW/ BATT INSULATION
.
1/2"
MTL. STUD BRACINGALTERNATE DIRECTION@ 4'-0" O.C. (TYP.)
PROVIDE METAL STUD BRACING @4'-0" O.C. (TYP.) FROM PARTITION'STOP CHANNEL TO UNDERSIDE OFROOF / DECK STRUCTURE. GWBTO 6" ABOVE CEILING.
UNDERSIDE OFSTRUCTURE
MTL. STUDFRAMING @1'-4" O.C.
TOP MTL. TRACK
GYP. BOARDPANEL. SEEPARTITIONTYPE
FINISH CEILINGWHERE OCCURS(SEE SCHEDULE)
TYP. MTL. WALLANGLE
6"
SLIPTRACK SYSTEMSSLP-TRK BRANDSLOTTED TRACK
#8 WAFERHEAD FRAMINGSCREWS (TYP.)
0.5" DEFLECTION GAP
0.145"x1" POWER ACTUATEDFASTENER @ 16" O.C. (MAX.)REFERENCE FASTENER MANUF.ICBO FOR FASTENER CAPACITYOR PER ENGINEER OF RECORD
FLUTED METAL DECKWITH CONCRETE FILL
.
1/2"
1 2 3 4 5
A
B
C
D
DW
N B
Y:C
KD B
Y:
SUBM
ITTE
D B
Y:
DAT
E:
APPR
.D
ATE
DES
CR
IPTI
ON
MAR
KAP
PR.
DAT
ED
ESC
RIP
TIO
NM
ARK
SHEETIDENTIFICATION
SHEET OF
DES
IGN
ED B
Y:
FILE
NAM
E:
Arch
itects
Engin
eers
Plan
ners
3500
Par
kway
Lan
eS
uite
600
Nor
cros
s, G
A 3
0092
Pho
ne (6
78) 3
36-7
740
Fax
(678
) 336
-774
4W
eb: w
ww
.pon
dco.
com
PLO
T SC
ALE:
PLO
T D
ATE:
SIZE
:AN
SI D
SOLI
CIT
ATIO
N N
O.:
CO
NTR
ACT
NO
.:
FILE
NO
.:
1/16
/201
2 6:
15:5
1 PM
M:\N
orth
Flo
rida
Sust
aina
bilit
y R
esou
rce
Cen
ter\C
AD-B
IM\B
IM\R
2011
\D12
0009
_AR
CH
_NFS
RC
_CEN
TRAL
_R11
_122
711.
rvt
As indi
cate
d
A-621
Appr
over
Che
cker
Des
igne
rU
S G
REE
N B
UIL
DIN
G C
OU
NC
ILN
OR
T H F
LOR
IDA
CH
APTE
RJ A
CKS
ON
VILL
E, F
L
01/1
9/11
01/1
7/20
12
-- -- --
CONSTRUCTION DOCUMENTS
PAR
TITI
ON
TY
PES
AND
DET
AIL
S
NO
RTH
FLO
RID
A SU
STAI
NAB
ILIT
YR
ESO
UR
CE
CEN
TER
33 W
EST
DU
VAL
STR
EET
JAC
KSO
NVI
LLE,
FL
3220
2Au
thor
SCALE: = 1'-0"
0 1 21
1"
SCALE: 3" = 1'-0"HEAD OF WALL CONNECTION DETAIL
SCALE: 3" = 1'-0"STUD BRACING DETAIL
SCALE: 3" = 1'-0"HEAD OF WALL CONNECTION DETAIL
SCALE: = 1'-0"3"
10
-
TOILET
(INDICATESHANDICAPACCESSIBLE)
SCALE: 1/2" = 1'-0"
1' -
3"
URINAL - UR-1 URINAL - UR-2
(INDICATESHANDICAPACCESSIBLE)
SCALE: 1/2"=1'-0"SCALE: 1/2"=1'-0"
1' -
5"
2' -
0"
GRAB BAR - GB-2
GRAB BAR(GB-2)
(INDICATESHANDICAPACCESSIBLE)
SCALE: 1/2"=1'-0"
1' - 0" 42" MIN.
3' -
0"
GRAB BAR - GB-1
(INDICATESHANDICAPACCESSIBLE)
SCALE: 1/2"=1'-0"
36" MIN. 6"
3' -
0"
GRAB BAR(GB-1)
TOILET TISSUE DISPENSER - TTD
(INDICATESHANDICAPACCESSIBLE)
SCALE: 1/2"=1'-0"
19" M
IN.
36" MAX.
BACK WALL SIDE WALL
CLE
AR2'
- 3"
CO
UN
TER
2' -
10"
MAX
RIM
2' -
10 1
/2"
27" M
IN.
34" M
AX.
1' - 3"
LAVATORY - LAV-1SCALE: 1/2" = 1'-0"
(INDICATESHANDICAPACCESSIBLE)
LAVATORY - LAV-2SCALE: 1/2" = 1'-0"
1' - 3"
FRAMED MIRROR - MG
FRAMEDMIRROR UNIT
(INDICATESHANDICAPACCESSIBLE)
3' -
4" M
AX
.
TO B
OTT
OM
OF
REF
LEC
TIVE
SU
RFA
CE
6' -
8" M
AX
.
SCALE = 1'-0"
FEMININE NAPKIN DISPOSALTOILET TISSUE DISPENSER
(INDICATESHANDICAPACCESSIBLE)
SCALE: 1/2"=1'-0"
TOILET TISSUE & FEMININENAPKIN DISPOSAL - TTDFND
2' -
5"
FEMININE NAPKIN /TAMPON DISPOSAL - FNTD
(INDICATESHANDICAPACCESSIBLE)
OF
CO
IN S
LOT
48" T
O C
EN
TER
LIN
E
SCALE: 1/2"=1'-0"
MOP & BROOM HOLDER - MBHROBE HOOK - RH
SOAP DISPENSER - SD-1
SHOWER CONTROLS - SC
TOWEL DISPENSER - TD
FIRE EXTINGUISHER CABINET - FE-1ELECTRIC WATERCOOLER - WC-1
ELECTRIC WATERCOOLER - WC-2
SHOWER ROD - SR
FIRE EXTINGUISHER
CLOTHES HOOKS -CH
TELEPHONETELEPHONE
SHOWER SEAT - SS SOAP DISH - SDH
SOAP DISPENSER - SD-2
TOWELDISPENSER
TOWEL DISPENSERAND WASTE - TDWSCALE: 1/2"=1'-0"
FIRE VALVE CABINET &
NOTE: SIMILAR FORFIRE VALVE CABINET
SHOWERROD
NOTE:
SHOWER SEAT
ROBE HOOK
SOAPDISPENSER
SOAP DISH
(INDICATESHANDICAPACCESSIBLE)
(INDICATESHANDICAPACCESSIBLE)
(INDICATESHANDICAPACCESSIBLE)
(INDICATESHANDICAPACCESSIBLE)
(INDICATESHANDICAPACCESSIBLE)
(INDICATESHANDICAPACCESSIBLE)
(INDICATESHANDICAPACCESSIBLE)
(INDICATESHANDICAPACCESSIBLE)
(INDICATESHANDICAPACCESSIBLE)
(INDICATESHANDICAPACCESSIBLE)
(INDICATES HANDICAPACCESSIBLE)
(INDICATES HANDICAPACCESSIBLE)
COUNTERTOP
TOW
EL E
XTR
AC
TIO
N42
" TO
PAP
ER
2' -
10"
SO
AP O
UTL
ET42
" TO
4' -
0"
4' -
0"
6' -
0"
4' -
0"
4' -
0"
30" MIN.
3' -
6"
SCALE: 1/2"=1'-0" SCALE: 1/2"=1'-0"
SCALE: 1/2"=1'-0"SCALE: 1/2"=1'-0"
SCALE: 1/2"=1'-0" SCALE: 1/2"=1'-0" SCALE: 1/2"=1'-0"
SCALE: 1/2"=1'-0"SCALE: 1/2"=1'-0" SCALE: 1/2"=1'-0"
SCALE: 1/2"=1'-0" SCALE: 1/2"=1'-0"
SCALE: 1/2"=1'-0"
SCALE: 1/2"=1'-0"SCALE: 1/2"=1'-0"
SCALE: 1/2"=1'-0"
1' -
6"
3'-0
" MA
X.
27" M
IN.
4' -
0"
4' -
0"
32" MIN.
6' -
0"
5' -
0"
4' -
10"
4' -
0"
THIS SHEET INDICATESTYPICAL ANDHANDICAPPED MOUNTINGHEIGHTS. VERIFYMOUNTING HEIGHTS WITHMANUFACTURER'SRECOMMENDED ADAMOUNTING HEIGHTS.
CHANGING STATION(IN CLOSED POSITION)
CH
ANG
ING
34" T
O T
OP
OF
SUR
FAC
E
CHANGING STATION - CS
(INDICATESHANDICAPACCESSIBLE)
SCALE: 1/2"=1'-0"
COUNTERTOP
1 2 3 4 5
A
B
C
D
DW
N B
Y:C
KD B
Y:
SUBM
ITTE
D B
Y:
DAT
E:
APPR
.D
ATE
DES
CR
IPTI
ON
MAR
KAP
PR.
DAT
ED
ESC
RIP
TIO
NM
ARK
SHEETIDENTIFICATION
SHEET OF
DES
IGN
ED B
Y:
FILE
NAM
E:
Arch
itects
Engin
eers
Plan
ners
3500
Par
kway
Lan
eS
uite
600
Nor
cros
s, G
A 3
0092
Pho
ne (6
78) 3
36-7
740
Fax
(678
) 336
-774
4W
eb: w
ww
.pon
dco.
com
PLO
T SC
ALE:
PLO
T D
ATE:
SIZE
:AN
SI D
SOLI
CIT
ATIO
N N
O.:
CO
NTR
ACT
NO
.:
FILE
NO
.:
1/16
/201
2 6:
15:5
2 PM
M:\N
orth
Flo
rida
Sust
aina
bilit
y R
esou
rce
Cen
ter\C
AD-B
IM\B
IM\R
2011
\D12
0009
_AR
CH
_NFS
RC
_CEN
TRAL
_R11
_122
711.
rvt
1/2
" = 1
' -0"
A-631
Appr
over
Che
cker
Des
igne
rU
S G
REE
N B
UIL
DIN
G C
OU
NC
ILN
OR
T H F
LOR
IDA
CH
APTE
RJ A
CKS
ON
VILL
E, F
L
01/1
9/11
01/1
7/20
12
-- -- --
CONSTRUCTION DOCUMENTS
AD
A M
OU
NTI
NG
HE
IGH
TS A
ND
DET
AILS
NO
RTH
FLO
RID
A SU
STAI
NAB
ILIT
YR
ESO
UR
CE
CEN
TER
33 W
EST
DU
VAL
STR
EET
JAC
KSO
NVI
LLE,
FL
3220
2Au
thor
SCALE: = 1'-0"
0 2 42
1/2"
-
1 2 3 4 5
A
B
C
D
DW
N B
Y:C
KD B
Y:
SUBM
ITTE
D B
Y:
DAT
E:
APPR
.D
ATE
DES
CR
IPTI
ON
MAR
KAP
PR.
DAT
ED
ESC
RIP
TIO
NM
ARK
SHEETIDENTIFICATION
SHEET OF
DES
IGN
ED B
Y:
FILE
NAM
E:
Arch
itects
Engin
eers
Plan
ners
3500
Par